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Full text of "The works of Edmund Gunter : containing the description and use of the sector, cross-staff, bow, quadrant, and other instruments : with a canon of artificial sines and tangents to a radius of 10.00000 parts, and the logarithms from an unite to 10000 : the uses whereof are illustrated in the practice of arithmetick, geometry, astronomy, navigation, dialling, and fortifcation : and some questions in navigation added by Mr. Henry Bond ... : to which is added, the description and use of another sector and quadrant, both of them invented by Mr. Sam. Foster ..., furnished with more lines, and differing from those of Mr. Gunters both in form and manner of working. --"

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EDMUND GUNTER: 


Containing the Defcription and Ufe of the 


Sector, Crofs-ftaff. Bow, Quadran t 


And other Inftrumenss. 


With a Canon of Artificial Sines and Tangents to a 
Radiusof 10,08000 parts, and the Logarithms 
from an Unite to yoooo: 


| The Ufes whereof are illuftrated in the Pra@ice of 


Avithmetick, 5 irene, 23 Dialling, and 
Geometry, Navigation, § € Fortification. 
And fome Queftions in Navipation added by Mr, Hary Bond, Teacher of . 
3 ~ Mathematicks in Ratcliff, near London. 


= 


To which js added, 


The Defcription and Ufe of another Se&tor and Quadrant, 
both of them invented by Mr. Sam. Fofter, Late Profeffor of Aftronomy 
in Grefham Colledge, London, furnithed with more Lines, and differing 
from thofe of Mr. Gunters both in form and manner of Working. 


_~ oe 


| Lhe Fifth Enition, 
Diligently Correéted, and divers neceflary Things and-Matters ( pertinent 
‘thereunto )added, throughout the whole work, not before Printed. 


By Wiliam Leybourn, Philomath. 
ONDON, 


: L 
Printed by .4,c. for Francis Felesteld at the Marigold in. 
St. Pauls Church-yard. iD CLXXTITI, 


‘vei yor inh 
slink wan 


TO THE 
RIGHT HONOURABLE. 


J O 


Farl of Bridgwater, Vifcount Brackley, 
Baron Elle{more : One of the Lords 
of His Majefties moft Honourable 
Privie Council, and Lord Lieutenant. 
of the County of Buckingham. 


S 


Pe 4 


My Lord, 


SEDC Hele Works of the Learned Gunter, do. 
Var naturally and of right, addrefi them- 
A mM) felves to your Eonours Patronage: ha- 
@ ving been originally Infignalized with» 
zo the Titles of your Renowned Anceftors, 
: oa «under whom (near Fifty. years fince )- 
they recetyed their firft Life: So that they feemto be Ins. 
tatled on your Illuftrions Family: Elpecially, confidering 
the whole World owns your Lord/hip, no lefs Heir to your. 
Ancefters refplendent Demeans , then of their love to No-. 
ble Arts, amongst which thofe of the. Atathematichs, ss. 
noneof the meane/? you are Mafter of. 


My; 


at eS ee AMT | WS Se eee “Arias 
5 se Bxees sibaeg Pe moet ean SR sa Hea of eee ‘ 
“a 


"The Epiftle Dedicatory. — 
My Lord, The World taking example by fo good aCom- 
—— mendum has encouraged this Work to this Fifth Edition. 
= Bue it having met with the ill ufage in former Impre[st- 


i. ons to have contratted feveral Typographical Sphalmata, 
; which did fomewbat disfigure its beauty, I thought it 
requifite to beftow fome pains in their removal, as alfoto 
; furnifh it with the attendance of fome compleat Traéts of 


Mr. Samuel Fofter our Learned Authors Succeffor in bis 
Afironomical Profe(Sion in Grefham Colledge : What 
otber Additions I have made to the Work, in Jeveral places, 
He which are not only pertinent, but neceffary, the Reader 
id is acquainted With in the Preface. My Lord, This Work 
being arrived to this fate of PerfeCtion, pleads for a bolder 
acces to your Elonotirs hands; and makes it humbly con- 
fident to find your Honour no les favourable to it, now 


r grown up, than your Predeceffors have been to its in- 
fancy. My Lord, I have derived, likewife, hence fome 


a [hare of that humble confidence, that your Efonour will 
pardon this prefumption, of my fabfcribing my félf, 


| My Lord, 


j Your Lordfhips moft obliged, 

. and obfequious Servant, 

- eg as, ce peek 
4 cae Viliam Leybourn, 


CPR NEIL de etek oke SERIE OL So ROR. yn Mie Oe MRE Ok ee 
Sete ete pat me are PEP ST ARN ve at 4 Sea 2 


WILLIAM LEYBOURN 


| TO THE 
BM aced Am far from the vanity of defiring to 


bed 
4 Face have it thought,that I prefix my Name 
GE ty") asa Bulh or Garland to invite any to 
P39 (eaerg to the Purchafing of this Book; The. 
Puss Learned Authors Authority is more 
than J or any other ean fay for it, and the number 
of Imprefsions that have been fo welcomed by the 
Publick is afufhicient Te/timony of its good acceptance 
_ in the World, for indeed, of all the Mathematical Books 
yet extant, [know not one more full of Variety of 
matter, nor more Praéfical chan this js. | 
All that I defignin this Preface is an Apology for 
my felf, to ask pardon of the more knowing Mathe- 
matician, for my confidence in prefuming to fhelter 
_ any of my mean and Weak Performances under the Ca- 
nopy of fo profound a Ma/ter of Mathematical Learning 
as this our Author was. But to fuch as fhall be 
offended therewith (as, Ihope, none juftly can) let 
me fay thus much for my felf : | 
a) tl | é 


A 


Bye 
i 


blamed. 


To the Reader. 
1. Fam not the firft that ( with good fuccefS ) have 
attempted the like. 7 
2. In what I have done inthis Work, I have not 
diminifhed or expunged one Syllable of the learned 
Authors, but retained his own Method, and the feveral 
Examples throughout the Book I have carefully exami- 


ned, and where { found any Typographical Error, 1 


made bold to correétit, for which,| prelume,{ deferve 
rather Thanks than Blame. 

3. That whatfoever herein J have attempted to 
infert, is nothing but what is abfolutely pertinent to 
our Authors Works, and renders his Inftruments to 
young Tyroes in thefe Sciences more ufeful than they 
could otherwife imagine. | 

4. In what part of this Book foever I have aided 
any ching, I have done the Author chis right, for inthe 
Coneents before the Book, relating to the Page 
wherein any Inferfion of mine is, I have before it 
placed the figure of a band pointing thus £3. : So that 
if I have done any thing, misbecoming an Artiff, the 
Author may not be charged with it, but my felf juftly 

And although, there are here and there fome hints 
of things in feveral places of the Book of mine in- 
ferted, yet the principal are thele, viz, 

‘4. Inthe SECTOR, where (after our Author - 


hath 


To the Reader, 
hath treated of Projeéting of the Sphere in Plano u pon 
all the principal Spherical (Circles ) I haye added one 
other Projeétion upon an Oblique Circle, wherein Cif 
I deceive not my {elf ) I have given more light to Pro- 
jeébion in Plano,chan is yet extant in our Mother Tongue: 
for out of this Oblique Projection may be demonftra- 
ted the whole rt of Dialling, and infome meafure ié 
is there effected. 

2. Inthe CROSS-STA FF (afterour Author 
hath treated of the Menfuration of Plain Regular Su- 
perficies )1 have inferted the Menfuration of {uch as 
are not Uniform, as alfo of Multangulars, Regular 
Poligons, &c. And (after his Menfuration of Regular 
fquared Solids ) 1 have added the Menfuration of 
Pri/mes, Pyramids, and Cones, both whole and diffeéted. 
And with thele and fuch like neceffary matters, Ihave 
in feveral other places {upplied a Vacancy. 

- To the fecond Appendix, which is the ufe of a 
Quadrant, of Mr. Samuel Fofters Invention, Printed 
with the former Edition of thefe our Authors Works, 
I have altered nothing, but have added the (on/truéti- 
on of the fame Quadrant formerly wholly omitted. 
And in his Alteration of the SEC T OR, I have cor- 
refted {ome Overfights, and miftakes, which werein 
_the former Edition ( that being Printed by aCopy — 
lels Correct ) by the help of Mr. Fo/fers own Mane 


Ca 2) foripe, 


ee 


T 0 the Reader: 

jevipt, which I was accommodated with from the 
worthy Dr. Fobn Twifden, a moft induftrious Mathe- 
matician, and a worthy honourer of the Learned 
Mr. Foffer, to whom (not only my felf, buc) the 
whole World in general is engaged for his care and 
pains in the Publication of divers of Mr. Foflers 
Works with feveral of bis own both in Latane and Engs’ 
lifh ina Book Entituled Mifeellanies, or Mathematical 

Lucubrations of Mt. Samuel Fofter. 
Having thus far declared my (elf, and endeavoured 
to take off fuch alperfions as might poffibly have been. 
thrown upon me, Give me leave ( for the Dead 
cannot plead for themfelves ) to take notice of fome 
Plagiaries and Purlciners of other mens Labours and 
Ingenuities, who out of Lucre to themfelyes, and Emu- 
lation to.others of better parts, have lately thrown in- 
co the World ( tothe grand abufe thereof ) feveral 
trivial Traétates, extracted ( or rather tran{cribed ) 
both ftom our Author, and alfo from the Works and 
Manufcripts of the fore-mentioned Mr. Foffer, our 
Authors Succeflor in the Affronomical Profe/%ion in Gre- 
{ham Colledge,London, Publifhing them to the World 
in theirown names, without taking the leaft notice. 
of the learned Authors, whence they originally filtcht 
thofe ornaments wherewith they pride themfelves in 
their feveral Pamphlets, not fo much as mentioning 
| their 


To the Reader, 
_ their names with any duerefpect. Ineed not tell thee 
who they be, Their own Impertinencies having 
made them notorious enough, for fome of them 
( rather than they will wane applaufe ) become their 
own Encomiafters, founding their own Trumpets be- 
foretheir Books, both in Englifh, Greek, and Latine. 
But leaving thele to the juft cenfure of all that hall 
_take due notice of them, give me leave to commend 
thee to the perufal of thefe Works of our Judicious 
Authors, in the Ufe and Praéice whereof (as in all. 
otherthy honeft Attempts and Endeavours ) Lwifhthee 
good fucce/s, and fo for this time bid thee | 


April 18. ° | Farewel,. 
1673. f | 


Pavigation 3 The Principles thereof, and the 3 evel eC 


Profefled and Taught by Wiliam Leybourn. 


3 ‘ In Whole Numbers, and Fra@ions, . 
Arithinetick, ; In Decimals, and by Logarithms, } 
Inftrumentally, by Decimal Scales, Napiers Bones: and to 
extract the Square and Cube Roots by Infpe&ion. 


hy Praétice : 
Geometry : cites ial pha ’ 


with the ; | 
, Demonftration. i 
The Defcription of the Circles of the Sphere. 
3 Celeftial, and 
Atirononry: The Ufe of the Globes, 9 Terreftrial. ie 
aa To projeé the Sphere iz Plano upon any Circle, Gunna: 
And upon thefe Foundations the following Superftructures. 


Heights, Trees, Towers,¢g°c. 
(Longimetriz, or the ) Depths, ‘ Mines, Wells, De- 
Menfuration of aa Go {cents, (7. 
~The Ue of | ’ Diftances,_) © (Churches, Towers, ee. 


Anfrumentg, 4 Menfurationof SP aver Ste) Or any ebner Superficies, 
in. the Tiling,@e.J) | 
| : . ig? Timber, growing or fquared, 
Pradice of es ieee 7 iy Stone, regular or irregular, 
Pilate SE Mid Cask, commonly called Gauging. 
UGeodefia,or the Meafuring of Land divers ways, and by feveral 
Inftruments ; to draw the Plot of a whole Mannor or Lord= 
fhip ; to caft up the Content thereof ; and to beautifie the 
fame with all neceffary Ornaments thereunto belonging, 
Or, the Menfuration of ‘Triangles, both cue 
Wrigonometrta ; Geometry. 
Nag Aftronomy, 
The Application thereof, in the folution JB Geography. 
of Problems in Navigation. 
Fortification, 
| Dialling,¢yc. 
The Plain SeaChare 


, | Board, 
Geometrical | prncmerris, or ase 


manner of Sailing by The Arch of a great Circle, 


Sines. 
Bee Arithmetically, by the Tables of ; Tangents, 
Wozologiographra, Logarithms. 
Or | 


Geometrically, by 3 caret fe 


Inffrumentally, by the Se@or, Quadrants,Scales,and other In- 
ftruments, accommodated with Lines for that purpofe, 


You may hear of him at Mr.Hayes’s at the Croft-daggers in Moor-fields. 


Dialling : 


ray va! 


aS 


Arts and Sciences MATHEMAT! CA Le 


CONTENTS 


‘The F irft Book of the Se&or. 


CHAP, I. 

a defcription, making, and general ufe of the Sector Page 1 
Chap. 2, The ufe of the Scale of Lines , 17 

To fet down a Line'refembling any given parts, or frattion of parts 
Ibi¢, 
To increafe, or diminifh a Line in agiven proportion 18 
To divide a Line into parts given Ibid. 
To find 4 proportion between two or more right Lines given 19 
Two Lines being given, to find a third in continsal proportion 20 
Three Lines being giveny to find a fourth in difcontinnal proportion 21 
To divide a Line in (uch fort, as another Line 4s before divided 22 
Two Numbers being given, to find a third in continsal proportion 23 
Three Numbers being given, to find a fourth in difcontinual proportion 24 
Chap. 3. The ufeof the Lines of Superficies 1. To find a proportion between 
two or more like Superficies 26 
To augment, or diminilh a Superficies ina given proportion Ibid, 
To add one like Superficies to another. To fubtratt one like Superficies from 
another : 27 
To find a mzan proportional between two Lines given 28 
To make a Square equaltoaS uperficies given Ibid. 
To find a proportion betwees Superficies, though they be wnlike one to another 
29 


Toe 


Sa J 
3 ee ee 


- 


| 3§ 
Chap. 4. The #fe of the Lines of Solids. To find a proportion between two, or 


st aa 
To add one like Solid to another, To [ubtratt one like Solid from another 


sh i FP a MER Me eR EN A) Ha ee sre ne EN, Po RTS TOR? " 
fie (oa / 
of r = + 
~ 


The C ongents? 


* Fomake a Superficies like to one Superficiess and equal to another Ibid. 


To find a mean Proportional between two Numbers given 


: 30 
To find the {quare root of a Numbers the root being givens to find she (q4are 


Number of that root : Aah 3t 
Three Nuwbers being given, to find a fourth in a duplicated proportion 


32 
8S To defcribe a Parabola by help of the Line of Lines and Superficies 


more like Solids | 36 


To angment, or dimini(h a Solid, in a given proportion 


‘Ibid. 

To find two mean proportional Lines between two extreme Lines given 
“ . 3§ 
To find the like Number between two Numbers 39 
To find the Cubick root of a Number. ea 
Three Numbers being given, to find the fourth in a triplicated proportion 
| 4t 


The Contents of the fecond Book of the Sean 


came © i the nature of Sines, Chords, Tangents, and Secants 


| Page 43 
Chap.2. 7 he general ufe of Sines and tangents . a6 
The Radius being known, to find the right Sine of any Ark or Angle Abid. 


‘The right Sine of any Ark being given, to find the Radivs 


47 

The Radius of a (Circle, or the right Sine of any Ark given, anda fright 
Line refembling a Sine, to find the qaantity of ‘that, unknown Sine 

: Ibi¢, 

The Radius, or any right Sine given, to find the verfed Sine of any Ark 
| 8 


ak ‘ 4 
‘Having the Diameter, or Semidiarseter of aCircle, to find the Chords of 


every Ark | [bic 
Having two right Lines refemsbling the Chords, and ver{ed Sine, to find the 
Dismeter and Radius —~ : 5° 
Th: Chord of any Ark being given, to find the Diameter and Radius 5 
: Having 


| The  Cotitents: ee 
Having the Dianseters of an Ellipfis, to deferibe the fame upon & Plane 


52 

- To open the Setter to any Angle, or the Seétor being opened, to find the guan- 
tity of the Angle 54 
To find the quantity of any Angle given abies 
Upon aright Line, and a point given in it, to make ats Angle equal to any 


Angle given | 56 
To divide the Circumference of a Circle into parts given Ibid. 
T0 divide a right Line by extreme and mean proportion sry $F 
Chap. 3. Of the Projection of the Sphere in plano 58 
With a Nottarnal to (bew the hour ft the night 64 
Ee The ufe of the Horizontal Projeétion in Dialling 7X 
53> To Projekt the Sphere npon Oblique Circles ine e? 
Chap.4. Of the refolution of right Line Priangles 76 


Chap. 5. Of the refolution of Spherical Triangles, iz 28 cafes 85 
Chap. 6. Of the fi of the Meridian Line. To divide a Sea-chart after 

Mercacors Projection, with a Table to that parpofe 99 
To find how many Leagues anfwer to one degree of Longitude in every feveral 


Latitude 115 
To find how many Leagues an[wer to one degree of Latitude, in every feveral 
Ram 113 
By one Latitude, Ramb, and diftance, to find the difference of Latitudes 
| a5) 
By the Rumb and both Latitudes, to find the dif-ance mpon the Rumb 
116 

By the diftance and both Latitudes, to find the Ramb 120 
By the Longitude and Latitude of two places, to find the Rumb 12% 


By the Runsh and both Latitudes, tofind the difference of Longitude, with 
Several T ables to this purpofe, which may aifo ferve for drawing off the 


Reumbs upon any Chart er Globe 122 
By the difference of Longitude, Ruwb, and one Latitude, to find the other 
Latitude 133 


By one Latitude, Ruwsb, and diftance, to find the differance of Longitude 
| 134 
By one Latitude, Rum), and Difference of Longitude, to find the diftance 


135 
By one Latitude, diftance, and difference of Longitude, to find the Rumb 
. 136 


Cb) By 


— 


The Contents. | i 
By the Longitude and Latiinde of two places, to find their diftance upon the 
Rumb 137 
By the Latitude of two places, and the diftance, to find the difference of Lon- 
gitude | . 138 
By one Latitude, diftance, and difference of Longitudes,to find the differences 
of Latitudes s% | te ago 


——— 


The Contents oF the third Book of the Seftor. 


Chap. 1, NF the Lines of quadrature : To make a Square equal toa 


Cirele, or a Circle equal toa Square Pape 141 
Toreduce a Circle or a Square into an equal Pentagon, or other like fided and 
_ like Angled figure. 342. 


To find aright Line equal to the Circumference of a Circle, or other part 


thereof | 143 
Chap,2. Of the Lines of Segments: To divide a Circle into two Segments, 
according to a propertion given : or to find a proportion between a Circle 
and his Segments given | ; Ibid. 
Chap. 3. Of the Lines of infcribed bodies : for comparing of the fides of the 
five Regular bodies, with the Semidiameter of aS phere, wherein they may 
be infcribed 145 
Chap. 4. Of the Lines of Equated bodies, for comparing of the fides of the 
five Regular bodies, with the Semidiamseter of a Sphere equal to thofe 


bodies | 146 
Chap. 5, Of the Lines of Metals, for finding the proportion between (everal 
Metals in their weight and Magnitude ‘ Ibid, 
Chap. 6. Of the Line of the leffer Tangents for defcribing of hour-lines on 
feveral Planes 149 
FS 1dr. S. Fotters alteration of the Settur 157 


The 


: 


+ a 


The Contents of the Firft Book of the Crofs-Staff. 
CHAD. I a 


=“ 


F the defcripsion of the Staff, and infeription of the feveral Lines 


| 199 
Chap.2. The nfe of the Lines of Inches, for Perpendicular heights and 
diftances | | 


202 
Chap.3. The ufe of the Tangest Lines for taking of Angles, and obferving 
the Altitude of the Sun 207 


Chap.4. The ufe of the Lines of equal parts, joyned with the Lines of 


Chords, for protratting of right Line Triangles 210 
Chap. §.The uf of the Meridian Eine in making of a Sza-Chart, and 
__ pricking down the way of a {hip : 212 
Chap. 6. Of the general ufe of the Line of Nambers for finding of propor- 
tional Numbers, and extrattion of Roots 216 
Chap. 7. Of the general ufe of the Lines of artificial Sines 221 
Chap. 8. The ufe of the Line of Artificial Tangents, in ref olving of Sphe- 
rical Triangles 222 
Chap. 9. Of the general ufeof the Lines of Sines and T: angents juyned with 
the Line of Nunebers in refolving of right lined Triangles 224 


Chap. 10. The general afe of the Line of Verfed Sines in refolving of a 
Spherical Triangle, wherein three fides are known, and an Angle required 
| 3 0331 


The Contents of the fecond Book of the Cro/s- Staff. 


Here the former Lines of proportion are more particul.rly explained 

¥ V in fevcral kinds : aes 232 

- Chap.t. The nfe of the Line of Numbers in faperficial meafure ae a 
ras A Ler fided Superficies having any of the two fides Parallel, to find 

_ the Area 


Rane: 
5g To find the Areaof any Triangle Ibid, 
EE? To find the Areaof an Equilateral Triangle bhi 238 

(b 2) =e 


| The Contents. 
Ee To find the Area of the Trapefia whofe fides are neisher equal nor 


parallel Ibid, 

£3. To find the fide of «Square equal to an Oblong Saperficies 239 
¢-s— Of the Menfaration of Regnlar Polygons ; 240 
¥ 2. Of the Afenfuration of Circles 241 
(4. By the Diameter to find the Circumference Ibid. 

| 2, By the Circumference to find the Diameter 242 

‘13. By the Diameter to find the Area Ibid. 

4. By the eAre: to find the Diameter Ibid. 

2 5. By the Circumference tofind the Area 243 

6. By the Area to find the Circumference Ibid. 


7. By the Diameter to find the (ide of a Square equal tothe Cirele Ib. 
8. By the Circumference to find the fide of a Square equal tothe 


i _ Cirele 244. 
Char.2. The wfe of the Line of Numbers in the meafure of Land by 
Perches and Acres ; | . Ibid. 
Chap. 3. Of the ufe of the Line of Numbers in felid meafure in finding the 
content of a fauared Solid 248 
And of a Cylinder 25 
xa, Of the Menfuration of Cones 255 
». By the Dianstter and length of the fide, to find the Saperficial 
content Tid. 

2. By the Diameter and Axts to find the Solid content. Ibid. 

¢2, Of the Menfuration of Spheres 256 
C1. By the Diameter to find the Superficial content Ibid. 

2. By the Superficies to find the. Axis lbid, 

== 3. By the Axts to find the Solid content 257 
4. By the Solid content to find the Axws Ibid. 

F25 Of the Afen{aration of Prifwms ; Ibid. 
ra} c. Of Triangular Prifms Ibid,. 
2. Of multangalar Prifms 258 


F235 Of the Menfuration of Pyramids 259 
E35 Of the Menfurationof Fruftrumss of Pyramids and Cones Ibid. 
Chap. 4 The ufe of the Line of Numbers in gauging of Veffels 261 
Chap. 5.Of refolving fuch Aftronomical Propujitions as are of ordinary ufe 

in the prattice of Navigation, as. in finding the Altitude of the Sun 


263, 
The Suns Declination: the time of the Suns rifing and fetting 264. 
The Amplitude | 265 


The 


eat The Cotitents, 
The time and amplitude when the Sun cometh to be due Eaft cr Weft 


266 

The Suns Altitude and Azimuth at the honr of fix 267 
The Azimuth at any Altitude | Ibid. 
The hour of the day 270 
The Right 04 /cenfton 272 
With the manner of refolving thefe Propofitions by Tables of artificial Sines 
and Tang: nts 277 
And the finding of the variation of the Compafs ‘278 
Chap 6. Of {ach nautical queftions as are of ordinary fe concerning Lon- 
gitude, Latitude, Ramsb, and diftance ome 280 
With an Appendix of the ufeof an Inftrament in form of a Crofs Bow, for 
the more eafie finding of the Latitude at Sea 299 
ES e Table of the Right Afcenfion and Declination of fome eminent 
fixed Stars : 312 


\. De Er 
The Contents of thethird Book of the Cro/s-Staf 


ae diffinttion of . Planes whereon hour lines may be deferibed 


Pier 

Of the nfe of the Lines.of Numbers, Sines, ana Tangents, for the drawing 
6f hour-linesin all forts of Planes Ibid. 
To find the inclination of a Plane. 5 
To find the declination of a Plane | | 6 
Chap, t. To draw the honr-lines in an EquinoBtial Plane 9 
Chap, 2.70 draw the hour-linesin a direét Polar Plane IO 
Chap, 3. To draw the howr-lines in a Meridian Plane 14 
Chap. 4.70 draw the hour: lines in an Horizontal Plane 15 
Chap. 5: To draw the hour lines in a prime Vertical Plane 1g 
Chap. 6. To draw the hour-linesin a Vertical inclining Plane 2r 
Chap. 7. To draw the hour-lines in a Vertical declining Plane 24. 
Chap. 8, 70 draw the howr-lines in a Meridian inclining Plane 37 
Chap. 9. Todraw the hour-linesin a Polar declining Plane 42 


Chap. 10. 70 draw the hour-lines in a declining inclining Plane 47 
Chap, 11. To defcribe the Tropicks and other Parallels of declination inan 
Eqninotlial Plane | 55 


~ Chap.r2, 


3 
7 econ 


‘Chap. 15.70 defcribe the Parallels of the length of the day in any of t 


; 74 
Chap. 17. To draw -the hour-lines from S un-rifing, and San-fettiag, in the 


The Coritents: 


“Chap. 12. To defcrike the Tropicks and other Parallels of declindton ina 


Polar Plane : : | iy 
Chap. 13. Todefcribe the Tropicks, and other Parallels of declination in any 
other Plane, not Equinottial, nor Polar 6 


5 

Chap.14. To defcribe the Parakels of the Signs in any of . the former 
Planes | . Bah & 

€ 


. 


former Planes | bid. 
Chap. 16.Z draw the old unequal Planetary hours in the former Planes 


former Planes f 16 
Chap. 18, To draw the Horizontal Line in the former Planes 77 
Chap. 19. To draw the Vertical Circles or Azimuth in the former Planes- 

79 
Chap. 20. Todefcribe the Parallels of the Horizon in the former Planes 


| 8§ 
Todefcribe {ach Lines as may (bew the proportion of the (hadow-unto the 


Gnomon 95 
Lafily, an Appendix concerning the ufe of a {mall portable Quadrant for 
the more eafiefinding of the hour andthe Azimuth 97 


Chap-1. Of the defcription of the Quadrant 


Ibid. 
~ Chap. 2, Of the ufe of the Quadrant in taking the Altitude of the Suny 


AMaon, er Stars 


113 
Chap. 3. Of the Ecliptick 114 
Ciap. 4. Of the Line of declination | 1g 
‘Chare 5. Of the Circle of the months and days | Ibid. 
Chap. 6. Of the bowr lines 117 
Chap. 7. Of the Horizon | , 12% 
Chap. 8. Of the five Stars 122 
Chap. 9. Of the Azimuth Lines 124 
Chap,10,0f the Quadrant 125. 
A fecond Appendix, being the defcription and afe of a Quadrant of Afr. Bo- 

{ters invention 119 
TtsDefcription _ Ibid. 

dts Ufe 13 

A. Te find the Declinatiss Ibia. 
2. To rectifie the Bead to find the Hand and Azimuth 136 
3. The Afcenfional difference 137 


4o The 


he RIES eet Ae ae 3 


eer. 


The Contents, . 


— 42 The Amplitude | ve Ibid. 
5. The Twy Light PnP be RtL OY ay SEs. 
To find the requifites inthe msoft ufwal forts of Sen Diadls === '33.9 

The height of the Sun upon any Azimuth - 142 

| The height at any hoar Egg 
To finde The Azimuth ‘S38 Ibid. 
The honr bythe Sun 146 

A The declination of a Plain 147 

70 make declining Dials oe ne Mags 
7 0 make for Decliners ie ee 150 
To make Exnf? or Weft Dials ! 154 
To find the hour bythe Stars ; 1§9 


_ To take Altitudes of buildings ae 161 


TE ISI 


The Contents of the general ufe of the Canon, and 
Table of Logarithms. cs 


Chap.t. | Oncerning the ufe of the Line of Nambers, 1s fet down ten 
Leneral propofitions in the fe of the Crofs-fraff, and thefe 
may be applied tothe Tables of Logarithms’ ~ - 166 


The Uf eof the Table of Logaxithms in Arithmetick 


bid. 

The fe of the Canon of Signes and Tangents in the folution of Spherical 
Triangles — | 182 
The Ufe of the Canons of Sines and Tangents, with the Table of Logarithnes 


in the folution of ‘right lined Triangles 198: 


Chap. 4. Containing fome nfe of right lined T; riangles in the prattice of 
Fortification 


THE 


207° 


Advertifement, — 


| Hlereas the whole Subject of the following 
\ \ Treatifes do contain the ufe of Inftruments, and 
that the true and exatt making of them is prin- 
cipally to be minded and enquired into, I thought good to 
give notice, That if any Gentlemen fiudious in the Ma- 
thematicks have or {hall bave occafton for any Inftrament 
belonging to this Book. as aljo with all others ufeful both 
for Seaor Land, they may be furnifhed either in Silver, 
Brafs, or Wood, by Walter Hayes, at the Crofs-daggers 
_in Moor- fields, next door to the Pope’s-head Tavern . 
where they may have all forts of Maps, Globes, Sea-plats, 
Carpenters Rulesy Poft and Pocket-Dials for any Lati- 
tude, &Ce 


(3 
ae 


re 


$e) 
Lie 
tik 
irae; 


a dA . 
“9 a ne FE ¥ iv 
aaa Oe A 


A ious 5 
es at 
te 


Sat pe = SSESES ES PARES eR EE 
50 3 Sauts 


Sawy: 


Gf sll ther Safeunents fr the hana rd 


Wale Hes at the 


| SEA Se OO ce | 

(This § 7 

Be ge the Seétor accor, 
ie oe eS 4 


——— 


; te the 


er 


= 


-Saaaage 


a. 


THE 


“FIRST BOOK 


fer CT OR 


The aay , the Making, and the General Ufe 
of the SECTOR, 


SecTor inGeometry, isa Figurecomprehended — - 

of two right Lines containing an Angle ac che 
Center, and of the Circumference aflumed by 
chem. This Geometrical Inftrument having two 
Legs, conteining all variety of Angles, and che 
diftance of the Feet, reprefenting the Subtenfes 
SHOE of the Circumference , is therefore called by che 
SIL WS GER fame name. 

It conteineth 12 feveral Lines or Scales, of which 7 are general, the 
other § more particular. The firft isthe Scale of Line divided into 10° 
equal parts, and numbred by 1, 2, 354) 5: 6) 7» 8:9, 10. 

The fecond, the Lines of Superficies, divided into 100 unequal 
and numbred by 1, 23 35 455s 6, 7; 8, 9, 10. 
3, Thechird, che Linesof Solids, divided into 1000 unequal parts, 


and numbred by 5,1, ¥y 2) 3) 4) $16, 7» 8,9, 10. ; 
4. The fourth, the Lines of Sines and Chords, divided into 9 degrees, 


and numbred with 10, 20,30 unto 9% 
i Thefe 


parts, 


te cat Ps ee 
eee 


| 4 The Defeription of the Lines. 


3. To divide the ines of Super ficies. 


“N Ecing the Superficies do hold tn the Proportion of their himolog Al 
S Sides duplicated by the 29. Prop. 6.Lib Eucid. [ft you thall find 
mean Proportionals between the whele Side, and each hundred part of 
the like Side, by the £3. Prop. 6. Lib. Euclid. ail of them cutting the 
fame Line, thar Line fo cut fhall contain the Div fions required ; where- 
fore uponthe Censer A, and Semidiameter equal to the Line of Lines? 
defcribe a Semicircle AC B D, with A B perpendicular to the Diameter 
CD. And letche Semidiamerer A D Le divided as che Line of Lines 
inco an hundred parts, and A E the one half of AC divided alfo into 
an hundred parts, fo hall the Divifions in A E be the Centers from 
whence you thall defcribe the Semicircles C 10. C 20, C 30. &e divi- 
ding the Line A Binto anhundred unequal! parts: and this Line AB ~ 
fo divided fhall be che Line of Superficies, and muft be transferred inte 
the Se&tor. Butlec che numbers fetro them be only 3,1. 2. 3. unto 10, 
as in the Example. 3 

Or thefe Lines of Superficies may otherwife be cransferred into the 
Se&tor, out of the Line of Lines, by a Table of Square Roots; For the 
Root taken out of the Line of Lines, fhall give che Square in the Lines ° 
af Superficies. | 

As, to infcribe che Divifion of 25 in the Lines of Superficies; put fix 


‘Ciphers to 25, and make it 25000000, then find che Square Root of 


this Number, which will be so000. 

Take therefore 5000 out of the Line of Lines (fuppofing che whole 
Line to be 0000) and ic will give the true Diftance between the Center, 
and the points of 25, inthe Lines of Superficies. r. 

So,for the Divifion of 30,putto 30 fix Ciphers,and make it 30000000, 
whofe Square Root is §477+ _Fhis (caken out of the Line of Lines) thall 
give the place for the Pointsof 30, inthe Lines.of Superficies. And the 


like reafon holdeth for all che reft, according to this following Table, 


If any pleafe to make ule of a Diagonal Scale, equal co the Line of 
Lines, he may put eight Ciphers to the Number propofed, and make the 
Table of Roots to five Places: So, his work will be more exaét. 


A Table of Square Roots for the Divifion of the Lines of Superficies, 


ie 


2 peer - 


a IE SS SSS 
A Table of § guare Roots fun Divifi ton of the Line of Superficies, 


FR, “epee OF Sp 


See eS es See ce | 


Sq | Root, \Sq.' Roo’, 4 Rost Sq] Root aS | Root, ae Root. | $q. | Root. 
C spe 3015 477 l45/6r0 Ir75 ol75\8 ae 9487 
sal pte ih ae ware : = eee 
TOL} (3937 | 1952 O7 45) 477704 9 2OBY, Lo S43 
1] 1O00}16 40001325, 63 4.6) 67 82! om 7810 76) 85 I$! 91) 9539 
1225 4.062 yOr2 6819 785 lye 7 40 OF 65 
2141417 4123 32 5657\4716556 621737 4 sto7/8e95 92) 9592 
pase 41831 P72" Vc 7906 Hoe es 9018 
3{°'732118)4.243133 v7.44 148 6928/63 or le 93 9644 | 
1871 (4301 5788] [6962 7909) 9860 9670 
42000)1914359134)583 1 4.97000 '54,3000)79 8885) 94) 9695 
2421 44.16 5874] 17036 Bost 8916 9721 
512 236/20/4472)/35 35]5916/50) 7O71 65 8062/80, 8544 &944/ of 0747 
[ected et: £0 fet Saas fred bl i a se A Lies aes Ih aa ky RL Pe Peres: 
—| 
2345 4528! 5958 ;7TOCy {8095 8972 | 9772 
6|244.9]2 1/45 8213616000) 51i7141166) 3124181|g000] 96] 9798 
2550] |4637 6042) 7176! |8rss1  loo28) 93:23 
7|2646!2 2: 4690 3716083 | 52) atl Onie ae) 82/9055! 97} 9849 
oe: 14743 Ae 7246 issu 90831} 98> 
812528)23, ae 38) 6164153 7280! 68 8246|83)Q110 foe 9899 
2915} 4848 ee 73 E4. §276 9138 9925 
89913916245! 816918307/84lo16 
9{3000 244. 99 39,0245 1541734516915307 9105S; 99! 9959 
3082] 4950 62 85| 7382 $337 9192 9975 
10]3 462/25 | 5000/40 93250555 7416}7018367/°5/9219} t00/ 10000 
— |) fae OO | Sigh ae ns | ny fe fee 


| 
[7450] 133961 9247 


3240 sosol 0364, f 
ape 26/\5O99|4! 6403|56!7483 71 18.426 86 9274 

3391} 15148) |6442] |7517] 18556] 9300 
12)3464/27|5196/42/6481157]7550172/848 518719327 

35361 13244 Gra! 7383; 18515} 10354 
13]3606/ 281 529114316557] ° {7646173/8544 18819381 

3674) 5338] [o505} |7648! 18573 lo4ort 
1413742|29|5385!4416633159{7681174|8602|80 94344 

$808) 1543: 6671 7714] 18631 9460] : 
1§|3873 Baraat. 4516708|60'774.6}7518 660100 25 e733 15477145 10705160177 4.6)75 186601001 94R7t 3 | 


ior ee 
4 ; 


af/d Ry ae 4 a ” ye, Spt + ’ cd 
4 ® fT sath hy 


6 — The Defeription of the Lines: 


4. Todivide the Lines of Solids. 


a eeealts Solids do hold in the Proportion of their homologal Sides 
triplicated, if you fhall find cwo mean Proportionals between the 
whole Side and each thoufandth part of the like Side: allof them cut- 
ting the fame tworight Lines, the former of thofe Lines fo cut, thall 
contain the Divifions required. : 

Wherefore upon the Center A, and Semidiameter equal to the Line 
of Lines, deferibea Circle and divide ir into 4 equal pares C E BD, 
drawing the crofs- Diameters CB ED, Then divide the Semidiameter 
AC, fift into 10 equal parts, and between the whole Line A D and 
AF, the centh part of AC, feek out two mean Proportional Lines 
Aland AH: again berween AC and AG (being two Tenths of 
AB) feek out two mean Proportionals AL and AK, and {0 for- 
ward in thereft. So fhallthe Line A B, be divided into ro unequal 
parts. 

Secondly, divide each cemh part of the Line A C into 10 more 
and between the whole Line AD, and each of them, feck out two 
mean Proportionals as before: So fhall the Line A B be divided now 
into amhundred unequal parts, 


Thirdly, 


‘Thirdly, if che Length will bear it,fubdivide the Line A C once again, 
each part inten more, and between che whole Line A D, and each Sub- 
divifion, feek two mean Proportionals asbefore. So fhall the Line A B 
be now divided into 10co parts. But the Ruler being hore, it thall 
fuffice, if thofe ro which are neareft the Center be exprefled, the reft be 
underftood to be fo divided, though a€tually they be divided into no 
more than § or 2, and this Line A B fo divided thall be the Line 
of Solids, and muft be transferred into the Seftor: Buc lec the Num- 
‘bers. fec co them be only 4. 1. 1, 2 3. Ge. unto 10, as in the 
Example. ‘ 

Ox 


8 = == “the Defeription of the Lines. 


Or thefe Lines of Solids may otherwile be cransferred into the Se 


Vee 
beer 
i€ 


tor, out of che Line of Lines (or ‘rather, out of a Diagonal Scale 
equal co che Line of Lines) by a Table of Cubigue Roots, For the 
Root taken out of the Line of Lines, thallgive the Cube in che Line 


of Solids. ; : 
As toinferibe the Divifion of rag in the Lines of Solids; put xii, 


- Ciphers co 425, and make it 125c00000000000: Then find che 


Cudique Root of the Number, which will be s0000. Take therefore 
50000 out of the Line of Lines; ({uch as the whole Line is ro0@e0) 
and it will give the true Diftance becween the Points of 125 in the - 
Lines of Solids. 

So, for the Divifion of 300, putco 300 xii. Ciphers more, and make 
It 300000000000008, whofe Cubdique Root is 66943. This, taken 
out ofthe Line of Lines, {Rall give che place tor the points of 300 in the 
Lines of Solids. And the like reafon holdeth for all the ret) accor- 
ding to the enfuing Table, “a 


A Table of the Cubique Roots. 


Je AT hk 


19 | 2668 


49 | 3659 


120 


 ATable of Cubigne Roots. 


4931 | 270 


6463 | 420 | 7488 


20 pete Vise 125 | $200 | 275 
i C 


Cub 1 Root. = Rost. | Cub. ( Root. | Cub. | Root. | Cub. | Root. 
fe) O 120 4271¢ | 50 | 3684 | 125 |! S000 ! 'a7g | 6502 
| | 794, | 21 eer 52 | 3732 | 130 hee 280 | 6542 
£7) 1000 ; 22 | 28c2! 954 | 3779 | 135 | $129 | 285 1 6580. 
1144 | 23 12843] 56 re 140 5193 | 290 | 6619 

2 | 1259 | 24.) 2884} 58 | 3870 145 | 5253 295 | G656 
1357 | 25 | 2924 | 60 | 3914 | I50 ca 300 | 9694} 

—. § — | ——g —— ! — / | —_ }| __ 

3 8 | 3 [296 62 3957 | et) 5428 | | 6731 
1518 | 27 } 3000 | 64 | 4000 | 160 | 5428 | 310 6767. 

4. | 1987 | 28 | 3036 | 66} 4o4r | 165 Be 315 | 6804 
1650 fe 3072 | 68 48k 170 5539 | 320 | 6839 

- § | 1709 ie 3107 | 70 1 4t2t | 175 | 5593.) 325 | 6375 
“11765 | 31 | 3142 72 | 4160 | 1801 5646 pe | 6910 

6 11817 1-32 | 3174 || 74. 4198 | 185 | $608 | 335 | 0945 
1866 | 33 | 3207 | 7614235 | I99 5748 | 340 | 6979. 

7 | 1912 | 34.) 3239, 78] 4272 4 19s 5798 | 345 | Gor3 
[1957 pee 3271 | 801} 4308 | 200 pet | 359 | 7047, 

8 | 2000 | 36 | 3301.| 82 | 4344 | 29 5896 | 355 7080 
Es 37 | 3332 | 84 | 4379 | 210 | 5943 360 ~7II9 

g | 2080 | 38! 3361 | 86 | 4414 | 215 1 5900 365 1 7146 
21171 39 | 3391 | 88 | 4447 | 220 | 6036 | 370 | 7179 

10 | 2454.} 40 | 3419 | 90 | 4481 | 225 Be] ha [7211 
Ep erat PMY 2p SEG Manilagey Be Seat | Pe | CS yo 

Ir | 2223 | 41 | 3448 92 | 4515 | 230 6126 1 380 | 7243 
12 | 2289 | 42 | 3476 94] 4540 | 239 | 6171 | 385 | 7274 
13 | 2351 143 | 3503 ; 96 | 4578 | 240 | 6214 399 | 7306 
14 | 2410 | 44 | 3530 | 98 | 4610 | 245 1 6257] 305 | 7337 
15, | 2466 | 45 | 3556 | 100 } 4641 | 250 | 6299! 400 is 
16 | 2519 | 46 | 3583 105 | 4717 - 6341 1 405 17398 
17 | 2571 | 47 | 3608 | 110 | 4791 | 260 | 6382 410 | 7428 
18 | 2620 , 45 | 3634 | 115 | 4862 | 265 | 6423 | 4 | a 


6502 425 47518 


PEN ay Asie Doe RS Rey: ALGER Oi ORR BIL Aaa Ra Puta > Set ae 
wd Bt fo Avge : Dpath acu ass Mi 
z ik , 


: The Divifion if the Lines ul Solids. 


a a OR ee ek SS 


—a 
ed 


~ Cub. | Root. aga Sea Root. | Cub. Row. 
| 425 175 18 | 575 8315 | 725 | 8983 | pid 9564)  - 
ere HY ee r oF80%. 

30) 7547 580 8539 | 739 | 9004 “880 | 95 

9 7570 385 | 8363 ; 735 | 9024} 885 ! 9600 
| 440 7605 | 590} 8387 | 740] 9045 | 890 | 90T9 
44s | 76344 sos | 8410 | 749 | 9065 | S95 | 9036) — 
[ees 7663 | 600 | 9434 739 | 9085 | 900 | 9054) 
455 | 7601 | 605 | 8457) 755 | 9tO9 | 905 9672 | 
‘460 | 7719 610 | 8480 | 760] 9125 | 910 | 9690 

ie, | 7747) 615 , 8504] 765 | 9145 4 915 08 | 
470,' 7774 | 620 8527 1770 Q165 201 9725 | | 
475 | 7802 | 625 | 8549 es 9185 | 925 9743 

480 4 7829 | 630 | 8572 | 780} 9205 | 930. 9761 | 
786 | 7856 |, 635 | 8595 785 | 92241 93§ | 9778 
499 | 7883 | 640, 8617 | 790} 9244| 940 | 9795 | 

495 | 7910 | 645 | 86401 795 | 9263 | 945 ; 9813 

500. 7937 oi Boos 800 | 9283 ; 950 : 9830 
Diallo |} 

soy | 7963 | 655 | 8684, 805 | 9302] o55 | 9847. 

510 | 7989 | 660; 8706} 810} 9321 4 900 | 9864. 

s15 | 8015 563 | 8728] 815 | 9340] 965 | 9881 

520 | 8041 670 8759] 820! 93591 970 98084 

sz5 | 8067 | 675 8772 | 825 | 9378 | 975 | 9915 

538 | 89 5 | 680 8793 | | 9397 | 980 5932) 

535 7 81rd | 685 | 8815; 835 |] 9416 | 985.1 9949 

quod 8143 | 1699 | 8836 |: 840°} 0435 || 990.) 9996 

545 | 8168 ( 695 | 8857) 845 | 94541 905 | 9983 

559 B10 (700 8879 | 850 ath ps 10000 
ssy. 8217 | 705 | 8900 | 855 | 94 

560 8242 | 710} 8921 , 860 | 9509 

563 | 8267, 715 | 8942 | 865) 9529 i 
‘570 i201 720 | $962 | 870 9546 | | 
<75 } 8315 | 725 8983 | 875 | 9564 i 

pest mela ae mmm a RR Warm ORT TREC 2a EN IMIRT ADD NTEA ONT ern 


The Defsription of the Lines. iP 


5. To divide the Lines if Sines and Tangents on, the Side of the Seétir. 


U Pon the Center Ay and Semidiameter equal to the Line of Lines, 
defcribe a Semicircle ABC D, with A B, perpendicular to the 
Diameter CD. Then divide the Quadrant CB, B D, each of them 
into go, andfubdivide each degree into two parts: For fo if ftreighe 
Lines be drawn parallel to che Diameter C.D, through thefe go, and 
their Subdivifions, they fhall divide the Perpendicular AB uncqaally 


into gO. 


\ 


=a El 


J 


WESn 
Vale SONIA 
ie x 
ee F 


\ 
BY 


And this A B (fo divided) thall be the Line of Sines, and muft be 
transferred into the Seftor. The Number fet to them are to be 10, 20). 
30, Gc. unto 90, as inthe Example. | 

If now inthe point D, unto the Diameter C D, we thall raife a Per- 
pendicular DE, and toit draw ftreight Lines from the Center A, through 
each Degree of the Quadrant DB, thefe ftreight Lines fhall be Secants, 
and this Perpendicular fo divided by them (hall be the Line of Tangents, 
and muft be transferred unto the Side of the Seétor; The Number fet 
co them, are fo be 10, 20, 30, ec. as in the Example. 
. Ef between A and D, another ftreight Line GF be drawn parallel to 
DE, itwill be divided by thofe Lines am the Center in like fort as 

2 DE 


12°. The Defcription of Lines. — 
DE is divided, and it may ferve for a lefler Line of Tangents, to be 
fet on the Edge of the Seétor. } | 

If the Compaffes fhall be extended from C to each degree of the 
Quadrant CB, and thofe Extents transferred into one Line (C A) chis 
Line C A fo divided into 66 (or rather into 90 gr.) thall be a Line of 
Chords, and may be fet on fome void place of che Seftor. 

Thefe Lines of Sines and Tangents, may yet otherwife be transferred 
into the Seftor out cf the Line of Lines (or rather out of a Diagonal 
Scale equal tothe L'ne of Lines,) by Tables of Natural Sines and Tangents. 


For the Sine of 99 gr. being equal to the whole Line of Lines of - 


102000 parts, the Sine of yogr. willbe equal to so00e (half the Line 
of Lines;) andthe Sine of 45 gr. equal to 70710 parts of the Line of 
Lines, according to the ufual Table of natural Sines. 


In like manner the Tangent of 45 gr. being equal to the whole Line 


of Lines,*the Tangent of gogr. will be equal to 83910 parts of 
the Line of Lines: and che Tangene of 50 gr. equal to 119175, 
that is, coone Radius (or whole Line) and 19175 parts more of the 
fame Line of Lines, according tothe old Table of Tangents. ‘ 

And (upon the fame ground) the Secant of 4o gr. will be equal to 
1.30540, cthacis, one Radius and 30540 parts of the Line of Lines - 
and the Secant of sogr. equalto 8.95572, and fo the reft, according 
to the like Table of Secants. 

The Line of Chords may alfo be divided by’help of the Table of Sines 
and Line of Lines. For the double Sine of half the Ark taken. out of 
the Line of Lines will giveche Chord. ~ 


As ifthe Ark propofed were 60gr. The half of this Ark is 30 gr, 


and che Sinethereof ;0000, which being doubled, make 100000, the 
whole Line of Lines, equal to a Chord of 60 gr. 

So for che Chord of go gr. the half Ark is 45 degrees, and the Sine 
thereof 707:0, which being doubled, make 1414240, that is, one 


Radius, and 41.420 parts of the Line of Lines, equal tothe Chord of 


90 gr. required. : 
5. To fhew theGronnd of the Seftor. 


y Ec AB, AC, reprefent the Legs of che Seftor, then feeing thefe - 


two AB, A Carecqual, and their SeGtions A D, A E, alfo equal, 


they fhall be cuc proportionally: and if wedraw the Lines BC, D E, 


they willbe parallel by Prop.2. Lib.6. of Enclid, and {o the Triangles 
| ABC 


The Defeription of Lines, 13 
ABC, ADE, thallbe equiangled , by reafon of che common Angle 
at A, andthe equal Angles at the Bafe, and therefore fhall have the- 
Sides proportional about thofe equal Angles, by Prop.4.Lib.6. of Enclid. 


on <a une 


The Side A D thall be to the Side A B, as the Bafis, DE, unto the 
parallel Bafis B C, and by converfion A B fhall be unto AD, as BC 
unto DE; and by permutation AD thali be unto DE, as AB to 
BC, @&e. So thatif A D bethe fourth parc of the Side A B, then DE 
flaall alfo be che fourch parc of his parallel Bafis BC. The like reafon 
holdeth in all other Sections. 


7. To thew the general Ufe of the Setter. 


| ipa may fome Conclufions be wrought by the Setor even then 

when it is fhur, by reafon that the Lines are all of one length: but 
generally che Ule hereof confifts in the folution of the Golden Rule, 
where three Lines being given of a known Denom'nation, a fourth 
Proportional is co be found. And this Solution’ is diverfe in regard 
boih ofthe Lines and of the Entrance intothe Work, 

The Solution in regard of the Lines is fometimes fimple, as when the 
Work is begun and ended upon the fame Lines. Sometimes itis com< 
pound, as when it is begun on one kind of Lines and ertded on another. 
Tc may be begun upon the Lines of Lines, and finifhed upon the Lines of 

© Superficies. It may begin on the Sines, and end on the Tangents. 

The Solution in regard of che Entrance into the work, may be eithet 
with a Parallel, or elfe Lateral on the Side of the Seétor, 1 call it 
Parallel Entrance, or entring wich a Parallel, when the two Lines of 
the firft Denomination are applied in che Parallels, and chethird Line, 

_ and that which is fought for, areon the fide of the Seétor: I callic lateral 
Entrance, or entring en the fide of the Segtor, when the two Lines ca 
tne 


| 14 ey Tee general Ufe of the Settor. : 
the firt Denominarion are on che fide of the Seftor, and the third 
~ Line, and chat which is co be found out do ftand in the Parallels. _ 


As for Example, let there be given three Lines A,B, C, to which I 
am cto find a fourth Proportional, let A meafured in the Line of Lines 
be 40, B so, and C 60, and fuppofe the Queftion be this: If 40 
Months give so pounds, what fhall 6¢? Here are Lines of two De- 
fiominations, one of Months, another of Pounds, and the firft, with 
which IT am co enter, muft be that of 40 Months. If then I would 
enter witha Parallel, firft I cake A, the Line of 40, and pat it over as 
2 Parallel in'50, reckoned in the Line of Lines, on either fide of the 
Seétor from the Center, foas it may be the Bafe of an [fofcheles Tri- 
angle BAC, whofe Sides A B, AC are cqualto B, the Line of the 
fecond Denomination. 


The; 


~ 


| The gentral Ufe of the Settor. 15 

Then the Sedtor being thus opened, I take C the Line of 60, be- 

tween the Feet of the Compaffes, and carrying them parallel co BC, 

I find them to crofs the Lines A. B, AC, on the fide of the Sector 

in D and E, numbred wich 75, wherefore I conclude the Line AD 

or A E is the fourch Proportional and the correfpondent Number 75, 
which was required. : | 


ue 


he ee ee res gussets oa 


But if Iwould enter on the Side of the Se&tor, then would I dif- 
pofe the Lines of the firftDenomination A andC in the Line of Lines, 
on both fides of the Sector in AB, AC, andin AD, AE, foasthey 
fhould all meet in the Center A, and then taking B the Line of the 
fecond Denomination, put ic over as a Parallel in BC, that ic may be 
the Bafis of the Hofcheles Triangle BA C (whofe Sides AB, AC, are 
equal to A che firft Line of the firft Denomination) for fo the Se@or 
being thus opened, the other Parallel from D to E, thall bethe fourth 
Proportional which was required, and if it be meafured with the other 
Lines, it fhall be 75, as before. 

In both thefe manners of Operations,the two firft Lines do ferve ro open 
the Seétor to his due Angle, che Difference between them is alpen 

this, 


16 —— Phegeneral @[e of she Setter. 
_ this, that in Parallel Entrance, the two Lines of the firft Denomination, 


are placed in che Parallels BC, DE, and in Lateral Entrance they are 
placed onboth Sides of che Se@tor, in AB, AD, andin A Cy, AE, 


_. Now in fimple folution which is begun and ended upen the fame 


kind of Lines, ic is all one which of che ewo latrer Lines be puc in the 
fecond or third places. As in our Example wemay fay, 4s 40 are ta 59, 
fo 6a unto 75, orelf{e, 4s 40 are to 60, {050° mato 75. And hence ic 
cometh, that we may enter both with a Parallel, aad on the Sides two 
manner of waysat either Earrance, and fo che mft part of Queftions 
may be wrought four feveral ways, choagh in the Propofitions following, 
¥ mention only chat which is moft convenient. If any have noe che Seor, 
he may make'ufe cf che former Figure, as in our Example, where we 
oN aa Numbers given ( 40. 50. 60,) to find che fourth Propor- 
tional. 

Firft, draw aright line (A D) to reprefent one of che Lines of the Se- 
Gor. Then take our the firft Number (48) out of the Line of Lin 
and prick ic down from A toB; and on the Center (A,) and Semi- 
diameter (A B) defcribean occule Ark of a Circle from B cowards C. 
In like manner, take out (60) the ocher Number of the firft Denomi- 
nation, and prick icdown fromAtoD. And onthe Center (A)and 
Semidiameter CA D) defcribea fecond Ark of a Circle, from D coward E, 


es, 


That done, take the third Number (§0) and infcribe ic into the firtt Ark 


fromBtoC; and laying she Ruler tothe Center (A) and the Point C; 
draw the right Line AC, out inlength, till it cutthe fecond Ark inthe 
pointE. So the Diftance from D to E (taken and meafured in the 
fame Scale wich che chird Number) will give 7g for the fourth Pro- 
portional, | | : 

Thus much for the general bife of the Se&tor, which bein 


g confidered, 
and well underftood, there is nothing hard in that which 


followeth, 


CHAP, 


b 
4 
an 
; 
3 
A 
i 
a 
4 
¥ 
¥.) 
4 
' 
fal 
ay 
lk 
. 
a 
Mal 
“wee 
Ul 
Z 
my! 
al 
My 
bs 
a | 
; 
wn 
> ¥ 
a 
rs | 
¥. 
“- | 
: 
» 
4% 
a 
=~ 
- 
} . 
= 
ny) 
1G 
4 
5? 
ie 


CHAP. IIL. 
The wie of the Scale of Lines: 


x. Tofet down a Line, refembling any given Parts oy Fraction of Parts, 


apes Lines of Lines are divided a@ually into 100 parts, but we have 
A putonly ro Numbers in them. Thefe we would have to fignific 
~either chemfelves alone, or cen times themfelves, or an hundred times 
themfelves, or athoufand times themfelves, asche matter thall require, 
As if the Numbers given be no more than 10, then we may think the 
Lines only divided into ten parts according to the number {er to them, 
Ifchey be more than ro, and not more than 100, then either Line thall 
contain 100 parts, and the Numbers fet by them thall be in value 10,20, 
30,@cs as they are divided actually. If yet they bz more than 100, 
then every part muft be thought to be divided into 10, and either Line 
fhallbe 1o0e parts, and the Numbers fet co them hall be in value 100, 
200, 300, and fo forward {till increafing themfelves by-10, This being 
prefappofed, we may number the Parts and FraStion of Parts given in 
the Line of Lines; and taking ouccthe Diftance with a Pair of Come 
paffes, fec it by, for the Line fo taken fhall refemble the Number gi- 
ven. 

In this manner may we fet down a Line refembling 75, if either we 
take 75 out of the hundred parts, into which one of the Line of Lines 
is actually divided, and note itin A, or 7% of the firft ro parts, and 
note it inB, or only { of one of chofe hundred Parts, and note it in C, 
Or if thisbe eicher too great or too {mall, we may runa Scaleat pleafure, 
by opening che Compatfs to fome {mall diftance, and running it ten times 
over, then opening the Compafsto thefe ten, run them over nine times 
- amore, and fer Figures to them asin chis Example, and out of this we 

may take what parts we will as before. | 

To this end I have divided the Line of Inches on the Edge of the Sector, 
fo as one Inch conteineth 8 parts, another 9, another 10, @c. according 
as they are figured, and asthey are diftant fromthe other end of the 
Se€tor, that fo we might have the berger Eftimate, 


1B beg 2, To 


‘2h 


| 


werner a HHA as / 


i  Sormncetmmmete dp nmmenretioim 


A 


Pap a? Bhi a 7 OES See Sued Pate Motett ke E 
peaksave (as eae maee ae ig baa i Ae og his 
4 ey a ed ans ¥ es She 


ft Te fy 
be eM 
fates 
RAY ane it 
4 eet? sg 


ROE LE | 


a The Ufe of the Line of Lines = 


2. To increafe a Lint ina given Proportion. i 7 7 
3. To diminifh a Line ina given Proportions 


““ Ake the Line given wich a pair of Compaffes, and open the Seétor, 
fo asthe Feet of the Compaffes may ftand in the point of the - 
Number given, then keeping the Sector at this Angle, che Parallel Di- 
ftance of the points of the Number required, fhall give the Line re- 
quired. 


A 


~ Let Abea Line given to be increafed in the Proportion of 3: to § 
Firft, I takeche Line A wich the Compafles, and open the Seor till I 
may put it over inthe Points of 3 and 3, fo che Parallel becween the 
Points of § and5, doth give me the Line B, which was required. 

In like manner, if B be a Line given to te diminithed in. the Propor- 
tion of 5 to 3, I takethe Line B: and to it cpen the Seétor in the points 
of 5 and g, fo the Parallel between the Points of 3 and 3, doth give me 
the Line A, which was required. 

If this manner of work doth not fuffice, we may multiply or divide 
the Numbers given by 2, or 3, or 4, @c. And fo work by their Num- 
bers ¢gui-multiplices, as for 3 and 5, we may open. the Seétor in 6 and 
70) or clfein gand 15, orelfein 12and 20,orin 15 and 25, or in18 


and 39, Oe. 


4. To divide a Line into any numsber of Parts given. : 4 


a Ake the Line given, and open the Sector according to the length of 

the faid Line in the points of che parts, whereinro the Line fhould : 
bedivided, chen keeping theSefor at this Angle, the Parallel Diftance 1 
between che points of x and x fhall divide the Line given into the Parts . 
required, f 


Lee 


ig a ala fd Sarah Fe nh ih ae BN Sal ON tts each ety hia kn heh ee ae coe al, oe kaa Ol eee ct 
Med OES 3 vee s 5: WHS wy Sr AS y Py 7 ia 4 Soe sg ey He 
ar See > i ¥ ‘ ! \S 


: The Ufe of thé Line of Limes. 49 
Let AB be the Line given, to bedivided into five parts, firft 1 cake 
this Line A B, and to itopen the Sector in the point of 5 and 5, the Pa- 


rallel becween che points of t and 1, doth givemethe Line A C, which 
doth divide it into the parts required. 


fo A> 20 23 
A cake awe 


Or let the like Line A B be to be divided into twenty chree parts. | 


Firft, I take out the Line and purit upon the Seftor in the points of 27, 
then may I by che former Propofition diminith it in A-C, C Dy, inthe 
Proportion of 23 to 10, and after chat divide the Line A C into 10, eee 
as before. . : 


5- To finda Proportion between two or more right Lines given. 


| 3 Bea the greater Linegiven, and according to ic open che Sector im 
the pointsof 100 and 100,’ then cakethe leffer Lines feverally, and 

carry them parallel co che greater, till they ftay in like points, fo the Num-~ 

ber of points wherein they flay, fhallfhew their Proportion unto 100. 


A B 
(er IE 
q Ei {D> 


Let the Lines givenbe AB, CD, firft I rake the Line CD, and to 
it open the Sectorin the poiats of 100 and roo, then keeping the Seétos 
at this Angle, I cncer che iefler Line AB, parallel tothe former, and 
find it to crofsthe Lines of Lines in the points of 60. Wherefore the 
Proportion of A B tu UD, is as 60 to 100, 

Or ifthe Line C D be greater than can be put over in the Points of 
roo, then I admit the lefler Line A B to be 100, and cutting off CE 
“equal to A B, I find the Proportion of CE untoED to be as 200, 
almoft 10.673 wherefore this way the Proportion of AB unto C D, is 
as 100 unto almoft 167. 

This Proportion may alfo not unfitly be wrought by any other Num- 
ber, chat admits feveral Divifions, a namely, by the Numbers of ‘Ss 
| 3 An 


44s) Ye gay ena ol Sy ho ohm g aang tic 4 
eS eae Dey, 


£0 The Ufe of the Lines of Lines. 

‘And fotheleffer Line will be found co be 36, which is.as before in leffer 
Numbers, as 3 unto 5, It may alfobe wrought without opening the 
‘Se€tor. For if the Lines between which we (eek a proportion, be applied 
t6 the Lines of Lines (orany other Scale of equal parts) there will be 
fuch Proportion found between them, as between che Lines co which 


they are equal, 


6. Tw0 Lines being given, to find 4 third is continual Proportion. 


FQ place both the Lines given, on both fides of the SeGtor from the 
, Center, and mark the cerms of their Extenfion, then take out the 


4 pie 


, AAS te SIS TOLL Tah Rea a DES SN 
AL 18 cr 


P . tse De 


LN EE he eee es Ee Bey Ta ee OR i mt a” AOR ess ee IP eee? @ PS DN Gg ee ea. es S 


The Vie of the Lines of Lines. ane 


fecond Line again, and toit open the SeGtor, in the terms’ of the firft 
Line, fo keeping the Seétor at this Angle, che parallel Diftance between 


the terms.of thefecond Line, fhall be che third Proportional. 

Let the two Lines given be’ A B, A Cy which I take ouc and place 
on both fides of the Sedtor, fo as they all meet inthe Center A,let the terms - 
of the firf€ Line be Band B, theterms of the fecond C and GC, Then 
dol take our A G thefecond Line again, and to ic open the Seétor in 
theterms BB, So the Parallel between C aad € doth give me the third 
Line in continual Proportion. For as AB isunto AC, fo BB equal . 
to AC, isunto CC. 


7. Three Lines being given, to find the fourth in difcontinwal Pree 


portion. 


He firft Line and the third are to be placed on both fides of 
the Sector from the Center, then take out the fecond Line, and’ 
toit open the Seétor in the cerms-of the firft Line. For fo keeping the 
Sector at this Angle, che parallel Diftance berween the terms of the 
third Line, fhall be che fourth Proportional, Let the three Lines gi-- 
ven be A, B,C. | 


~ 


Firft, I take out A andC, and place them on both fides of the Se>._ 
Gor, in AB, AC, and AD, AE, laying the beginning of both Lines 


at 


See PP eee a Wp > ts Sr 9 Ss yy ate SB ee eT IA IA RY 
PS tae a CoA! AL aeRO er aneaie a ANE REED Sh OL fap SR ater ner RSET TOS SAA Le Gah roe OED a oD 
eek ape bau. Giteuiess - Vie BOTs Foncan eA Sy ane Mong, Ay eee La eS coo? 

RN a, Sele ~ nating i y i 1p wae F se Fi 

Racer Pee arsed . ij A « 

: \ 


ani‘ i‘é WC Ue off the Listes of Lines: 
at theCenter A, then do Ttake out B the fecond Line, according toie . 
T open the Se€tor in B and C, the terms of the firftLine: fo the Paral- 
lel between D and E, doth give me che fourth Proportional which was 
required. | | 

fa. in eArithmetick, it fafficeth if the firft and third Number given 
be of one Denomination, the fecond and the fourth which is required 
be of anovier. For one and the fame Denomination is not requi- 
red ‘neceffarily in chem all. So im Geometry, ic {ufficeth if che Sides 
AB, AD, refembling che firft and chird Lines given be meafured 
in one Scale, and the Parallels BC, DE be meafured in another. 
Wherefore knowing the Proportion of A the fift Line, and Cthe third - 
Line by the fifth Propofition before. Which ishere as 8to 12, andde- 
feending in leffer Numbers, is as 4 to 6, or as 2 to 3, or afcending into 
greater Numbers, as 16 unto 24, or 18 to 27, or 20to 30, or 30 to 45, 
or40 t0-60, @e, If the Se&or be opened in the points of 8 and 8, to 
the quantity of B, the fecond Line given, then a Parallel berween 42 
and.12, fhall give DE, chefourth Line required. So likewife if it be - 
opened in 4 and 4, then a Parallel between 6 and 63 orif in 16 and 
16, thena Parallel between'24 and 24 hall give chefame DE: and 
fo in the reft. . 


8. Todividea Line in fuck fort as another Line ss before divided. 


IL NIrft, cake out cheLine given, whichis already divided, and laying 
Bitton both fides of the Sector from the Center; mark how far ie 
extendeth. Thentake out the fecond Line which is to be divided, and 
to it open the Seétorin the cerms of the firft Line, This done, take 
out the parts of the firft Line, and place them alfo on the fame fide of 
the Seétor from the Center. For the Parallels taken in the terms of 
thefe parts fhall be checorref{pondent parts in the Line which is to be die 

-wided. | 

‘Lee AB, bea Linedivided in DandE, and BC the Line whith I 

_ am to divide in fuch fort, as A B is divided. | | 

Firft, I take Line AB, and son it on the Lime of Lines in A B, 
AC, both from the Center A, then take I out the fecond BC, and to 
. acopen the Sector in B andC, the terms of the firft Line. The Se&or 

‘thus opened tohis due Angle, I take out-AD and AE, the parts of 
the frft Line A.B, and place chem alfo on both the fides of the Sector 

AD, AE, fo the Parallel DD giveth me BF, and the Parallel EE 


giveth 


rm re aa ea + “  A8° 2 Gee tee ees ee, el Me _™ 
SRR Oe a ee eye eee LO Me eR Rs TA PR Te NS a gt | ny MRE aE Riri de COR” MOR RIE ge 
Pie, pa le BF, BS oe spay ee ast ¢ etre abt eles 


The Bf of the Lines of Line 2 ; 


giveth B G, and the Line BC is dividedin FandG, asistheorher Line _ 
AB in D and E, which was required. 2 tr 


i} 


Tfthe Line A B were longer than one of che Sides of the Ruler, then 
fhould I find what proportion it hath to his parts AD, AE, and that. 


known, I may work as. before in the former Propofition. 


9. Two Numbers being given, to. find a third in continual Pro- 


portion. 


Irft reckon the two numbers given on both fides ofthe Lines of Lines 


from the Center, and mark the terms to which either of them -ex-. 


cendeth, then take outa Line refembling the fecond number again, ‘and 
to it open the Seftor-in the terms of the firft number, for fo keeping che 


Seétor at this Angle, the Parallel Diftance between the cerms of the. 
fecond lateral Number, being. meafured in_ the fame Scale, from. 


whence his Parallel was taken, fhall give. the third Number Pro- 
portional. 


Let the two Numbers given be 18,24.. Thefe being refembled in . 
Lines, the work willbe in a manner all one with that in Prop.6.. and fo. . 


- the third Proportional number willbe found tobe 32, 


10, Thres 


> 


mv i WR @-e77 C54 We ODE Wet on ae Tae 1) Le TOM ero Colom b 
BA APE an ema ieee A ue acs hii a) 3a a Gail 


the Ofbaf the Lined tint 


to. Three Numbers being given to find a foarth in difcontinual =~ | 


Proportions 


THe Solution of this Propofition, isin amanner all one with that 
before in Prop.7. only there may be fome difficulty in placing of the 
numbers. To avoid this,we muft remember that three numbers being given, 


BCR! he at 


the queftion is annexed but to one, and this muft always be placed in the. 


third place, chat which agrees with this third number in denomination, 
fhall be che firft number, and thar which remaineth the fecond number. 


This being confidered, reckon che firft and chird numbers, which are of - 


"the firft Denomination on both fides of the Lines of Lines from the Center, 
-and mark the terms to which either of them extendeth, then cake oura 
Line refembling the fecond number, and to it open the Seétor in the terms 
_ of the firft number, for fo keeping the Sector at this Angle, the parallel 
‘Diftance between the terms of che third lateral Number, being meafured 
in the fame Scale from whence his Parallel was taken, fhall give the fourth 
‘number Proportional. 

Asif a queftion were propofed in thismanner, to yards coft 8/. how 
‘many yards may we buy for 22J. here the queftion is annexed to 12 : 
and therefore it thall be che third number, and becaufe 8 is of the fame 
denomination, it fhall be che firft number, then z0 remaining, ic muft 
be the fecond number, fo will they ftand in this order, 8,10, 12. Thefe 
being refembled in Lines, the work will bein a manner the fame with 
that in Prop.7. and the fourth Proportional number will be found co be 
45: for a8 areto1o, fo12 wnto 15. . : 

And this holdeth in dire& Proportion ; where as the firft number is 
to the fecond, fothe third tothe fourth. $o that if the third number 
be greater than che firft, the fourth will be greater chan the fecond; or 


if the chird number be lefs than the firft, che fourth will be lefs than the 


fecond, but in reciprocal Proportion, commonly called the Back Rule, 
where, by how much che firft number is greater than the third, fo much 
the fecond will be Iefs than the fourth, or by how much the firft number 
is lefs chan the third, fo much the fecond will be greater than che fourth s 
the manner of working muft be contrary, that is, che SeGor isto be 
opened in theterms of the third number: and the Parallel refembling 
the number required, isto be found between the termas of the firft num- 
ber, the reft may be obferved as before, as for example, 


if 


- 7g 
a 


NY 


es 


ee, ee Pree Si a ee ee ee ee ea we er SR tad Re | i ER Fe eT ak ae ee a ee TS fe Pr OE Rt A es OS ae Nd On Sl eh 8) 
eae Page ot ete) NAMA et Tee pi ee o> Ay, ok Les La ee pean UF Po OR pie ee Sa) 


: The Ufe of the Line of Lines 25 


If twelve men would raife a Frame in ten days, in how many days woald 
eight men raife the fame Frame? Here, becanf(e the fewer men would re- 
qnire longer time, though the numbers be 12, 10,8, yet the fourth Propor- 
tional wil be found tobe 15. ee iy 


Soif 60 Yards of three quarters of a Yard in bredth wonld hang round 
about aroom, andit were required to know how many Yards of half a Yard 


in lredth would ferve for the fame room. The. fourth Proportional wonld 


be found tobe 90. — , 


So if to make a Foot fuperficial 12 inches in bredth do require 12 inches 
in length, and the bredth being 16 inches, it were required to know the 
length. Here, becanfe the more bredthy the lefs length, the fourth Propor- 
tional will be found to be 9. OG 


Soif to make a folid Foot, a Bafe of 144 inches, require 12 inches in 
height, anda Bafe givemoeing 216 inches, it were required to know how 
many inches it (ball havein height. The fourth Proportional woald be fonnd 
tobe 8. | | 


This laft Propofition of finding ‘a fourth Proportional Number: 


may be wrought alfo by the Lines of Superficies, and by the Lines 
of Solids. 


CHAP. III. 
The Vfe of the Lines of Superficiese 
t. To find a Proportion between two or more like Superficies, 


Ake one of the fides of the greater Superficies given, and according 

to ic open the Sector in the points of 100 and 100 in the Lines of 
Superficies, then take the like fides of che leffer Swperficies feverally, and. 
carry..them, parallel, to the former, cilf they. ftay in like points, fo the 
number of points wherein. they ftay,, fhall thew their Propostion un 
to 100, ‘oO 


‘Let A and B, be the fides of like Superficies, as the fides of two. 

Squares, or the Diameters of two Circles, firft Itakethe fide A, and to 
it open. the Seftor inthe pointsof 100, then keeping the Seétor to this. 
Angle, Tenter the leffer fide B, parallel to the: former,. and find it to. 
crofs the Lines of Superficies in the points of 40, wherefore the Propor- 
tion of the Superficies, whofe fideis A, to that whofe fide is B, is as 100: 
unto 40, which is in leffer number as § unto 2, 

This Propofition might have been wrought by 60, or any: other Num- 
her chat admits feveral Divifions. It may alfo be wrought without open-. 
ing the Sector, for if the fides of the Superficies given: be applied to che 
Lines of Superficies, beginning always at the Center of the Seétor, there 
will be fych Proportion found between them,, as between.che number of 
parts whereon they fall. 


| 2. To angment a Saperficies ina given Proportion. 
3: To diminifh a Swperficies in.a given Proportion. 


Ake the fide of the Superficies, and to it open.the Seftor in thie points. 


of the numbers given ; then keeping the SeCtor, at that Aingle, the 
arallel diftance becween the points of the number required, thall give 
the like fide. of the Superficies required. : 


Let: 


. 
a a Re ee Ie 


< = 
a 
eS |. 


\ 


\ ¥ a 
Re ee eee eee 


he erent 
SS ee 


joie 


The Ufe of the Lines of Superficiess =. 7 

Let A be the fide of a Square, to be augmented in the Proportion of 

2co 5. Firft, Itakethe fide A, and put it over in che Lines of Super- 

ficies in 2 and 23 forthe Parallel between 5 and 5, doth give me.he fide 

B, on which if I fhould make a Square, it would have fuch Proportion | 
to the Square of A, as 5 unto 2. 

In like manner, if B were the Semidiameter of a Circle to be dimi- 
nifhed in the Proportion of § unto 2, J would take out B, and put it 
over in the Lines of Superficiesin 5 and 5 5 fo the Parallel between z 
and 2 would giveme A; on which Semidiameter if I fhould make a 
Circle, it would be lefsthan the Circle made upon the Semidiamecer B, 
in {uch Proportion as 2 1s lefs than 5. 

For variety of work, the like caution may be here obferved to that 
which we gave inthe third Propofition of Lines. 


4. To add one like Superficies to another, 
5. Yofubtra&t one like Superficies from another. 


Irft, chg Proportion between like fides of the Superficies given, is to 
SD be found by the firft Propofition of Superficies, then add or fubtra& 
che numbers of chofe Proportions, and accordingly augment or diminifh 


by che former Propofition. 


As if A and Bwere che fide of two Squares, and it were required to 
makea third Square equal tothem both. Firft the Proportion between 
the Squares of A and B, would be found to be as 100 unto 40, or in the 
leffer numbersas§ to 2; thenbecaufe 5 and 2added do make 7, I aug- 
ment the fide A inthe Proportion of 5 to 7, andit will produce the fide 
C, onwhich if I make aSquare, it will be equalto both the Squares of 
A and B, which was required. 

‘ In like manner A and B being the fides of two Squares, if it were 
required to {ubtra& the Square of B, out of the Square of A, and to 
make a Square equal to the Remainder, here the Proportion being as 5 
to 2, becaufe 2 taken out of 5, the Remainder is 3, I would diminifh 


the fide Ain the Proportion of 5 to 3, andfol fhould produce the fide 
E 2 ~ Dy, on 


th eA "CR ae ate, VAAN Ure Ve ee ee Ce eee Soe are Ss on Se ORS ie a wisn 
Pe oe ers ars st SOLAN FS Lo WERT Oe tis sen RES 6c (a ie ge eee A 
ae ¥ = : 5a Se ‘J ihe de i Wh va f 4 


28 «—-—ss«eThe Ufe of the Lines of Superficies. 

D, on which if I ‘make a Square, it will be equal co che Remainder, 
when the Square of Bis taken out of the Square of A, that is, the two 
Squares made upon B aad D, fhall be equal to-the firlt Square made 
upon the fide A. : | 


6. Té find a mean Proportional between two Lines given. 


TJ {t find: whac Proportion is between the Lines given, as they are 

Lines, by the fitth Propofition of Lines, then-open. the. Sector in 

the Lines of Superficies, according to his Number, to the quantity of 

theone, anda Parallel caken between the points of che Number belong- 
ing co the other Line fhall.be che mean Proportional. 


2/8 


B * 


Let the Lines given'be A andC. The Proportion between them Gs 
they are Lines) willbe found, by the fifth Propofition of Lines, to be 
as4to 9. Wherefore, Etake the Line C, and pucit over to the Lines 
of Superficies between g and 9, and keeping the Sector at this Angle 
his Parallel between 4,and 4 doth give me B, for the mean Pronarcienale 
Then for proof of the Operation I may. take this Line B,, and put over 
_ between 9:and g:: fo-his Parallel becween.4 and 4, fhallgive me the fir} 
Line A. Whereby ic is plain, chat thefe three Lipes do hold in conti- 
nual Proportion ; and therefore B.is a mean Proportional between A and 
€, the extremes given. » : Fs 


Upon the finding oat of this mean Proportion,. depend many Cc~ 


rollaries, as 
To make a Square equal to a Superficies givens 


F the Superficies given. be a. rectangle Parallelogram, a mean Propory 
| I tional between the two unequal:Sides hall be the Side ef lid eeu 
Square: . ) 4 
~ Hit thall-be a Triangle, a-mean Proportion between the Perpendi 
and half the Bate fhall be the Side of his. equal Square,. If Fo aulbete 
any. other right-lined Figure, i¢ may be scfolved into Triangles, and fo 
a 


ce 
- 
ey 


= 


- ere we 


The Ufe of the Lines of Superficies. 29 


‘a Side of a Square found equal eo every Triangle, and thefe being re- 


duced into one equal Square, ic fhall be equal to the whole right-lined 


_ Figure given. 


To find a Proportion between Superficies, though they be unlike one te 
the other. } 


ie co every Superficies we find the fide of his equal Square, the Pro- 
. portion between thefe Squares hall. be the Proportion between the. 


Superficies given. 


Let the Superficies given be the ebfong A, and the Triangle B; Furf® 
berween the unequal Sides of A, I find a mean Proportional, and note- 
it inC: Thisis the fideofa Square equalunto A. Then between the- 
Perpendicular cf B; and half hisBafe, I finda mean Proportional, and’ 
note icin B: this is the fide of a Spuare equal toB.:- but the Propor- 


— tion beeween the Squares of C and By will be found, by she firft Pro-. 


pofition of Superficies to beas 5 to4.: and therefore this 1s. the Propor- 
tion berween thofe given: Superficies.. | 


To make a-Superficies, like to one Superficies,. and equal to another. 


1a the one Superficies given be the Triangle A, andthe other the- 


Rhomboides B; and let it be required to make. another. Rhom-- 


hoides.liketo B, and equalto the Triangle A.. ce 
Nis | | Firs, 


30 2 ———té‘“«ST Uf Of thee Lanes off Susperrficéese — | 
, Firft, between che Perpendicular and the Bafe of B, I find a mean 
Proportional,and note it in B,as the fide of his equal Square, then between 
the Perpendicular of the Triangle A, and half his Bafe, I find a mean Pro- 
portional,and note it in A,as the fide of his equal Square. Wherefore now 
as the fide Bistoche fide A, fo fhall che fides of the Rhomboides given 

be to C and D, the fides of the Rhomboides required, and his Perpen- 
dicular alfo toE, the Perpendicular required. 


Having the Sides and che Perpendicular, Imay frame the Rhom- 
boidesup, and it will be equal to the Triangle A. 

Ifthe Superficies given had been any other right-lined Figures, they 
might have been refolved into Triangles and then brought into Squares 
as before. | 

Many fuch Corollaries might have been annexed, but che means of 


sees Wise Proportional being known, they all follow of chem« 
felves. 


7 To find a mean Proportional between two Numbers given, 


Irft, reckon the two Numbers given on both fides of the Lines of 

A Superficies, from the Center, and mark the terms whereunto they 

extend ; then takea Line out of the Line of Lines, or any other Scale 
of equal parts refembling one of thofe Numbers given, and pucit over in 
che terms of his like Number in the Lines of Superficies ; for fo keepin 
the Seftor at this Angle, the Parallel taken from the terms of the oie 
Number and meafured in che fame Scale from which the other Parallel 
was taken, fhall here thew the Mean Proportional which was required. ~ 


Let the Numbers given be 4and 9, If I thall cake the Line Ain 
; the 


« 


«The Ofe of the Lines of saperficies. Zr 
the Diagram of the fixch Propofition refembling 4, in a Scale of equal 
parts, afidto it open. che Seétor in che terms of 4 and 4, in the Lines of | 
 Superficies, his Parallel between 9 and 9- doth give me B for the Mean 
Proportional, And this meafured in che Scale of equal parts doth ex- 
rend to 6, which is the Mean Proportional Number between 4 and 9«_ 
 Foras4to 6, fo 6to 9. . 

In like manner, if Erake the Line C,refembling 9, ina Scale of equal 
parts, and toit open theSector in the terms of gand 9, inthe Lines of 
Superficies, his’Parallel between 4.and 4 doth giveme the {ame Line B, 
which will proveto be 6, asbefore, if it be meafured in the fame Scale 
whence C wastaken. aaa 

For the Figures 1, 2, 3, 4,@¢. here fet down upon the Line, do fome- 

_time fignifie themfelves alone: fometime 10, 20, 30) 40, Gc. fome- 
time 10, 200, 300, 400, @c. and fo ferward, as the matter thall: 
require. The firft Figure of every Number is. alway that which js here: 
fer down: the reft muft be fupplied according to the nature of the Que- 
ftion. | ; 
If you fuppofe Pricks under. the Number given (as in. Arichmetical? 
Extraction) and the laft' Prick tothe left hand fhall fall under the laft: 
Figure (which will be asoft as there be odd Figures); the unite will be- 
beft placed at 1, in the middle of the Line; fo the Root and: the Square 
will both fall forward, toward. the end of the Line. Bur,. if the laft: 
Prick fhall fall under ehe faft Figure but one (which will be as ofc as 
there bz even Figures) then the unite may be placed ac 1. in the beginning. 
of the Line, and the Square inthe fecond length: or the unite may be. 
placed at 10, in the end of the Line, fo che Root and. the Square will. 
both fall backward, toward'the middle of che Line.. 


8. To find the Square Root of a Number. 
9. The Root being given, to find.the Square Number of that Roots. 


‘N the Extra€tion of aSquare Root it isufital co {ec Pricks under the 
I firft Figure, the third, che fifth, the feventh, and fo forward, be- 
ginning from the right hand toward che left, andias many Pricks.as fall: 
tobe under che Square Namber given, fo many Figures fhall: be in che: 
Root :.. fo chat if the Number given be lefs than. r00,. the root. fhall be: 
only, of one Figure, if lefs than 10900, ic fhall be but two Figures 3. if - 
lefs- than 100000; it fhall be three F* ures, Cres | | 

Thereupon che Lines of Superficies are divided firft. into an Inandred: | 

parts, 


>To aly Coon Viet RD ee eC SEN Se ol Ta 
we Ment z 
Aer: ‘ 
Ma ‘ 
cet 
i 


ge The Ufe of the Lines of Superficiess 


parts, and if the Number given be greater than 100, the firft Divifion- 


BM ye IN) 28 TAS pee ME EE TPT ttn SR SR i et Per OE NCI a, em Fy ioe ee RUS ag tee Say 
Minted Laas Lave si RG i Pos Bee a aah Ue aE 
ater ast A 


(which before did fignifie only one) muft fignifie 100, and the whole 


Line fhall be roooo parts: if yer the number given be greater chan 


1e009, the firft Divifion muft now fignifie 10060; and the whole 
Line be efteemed at 1000060 paris: and if this be too little co exprefs. 


#he Number given, as oft as we have recourfe tothe beginning, the whole 
Line (hall increafe icfelf an hundred times. 


By thefe means if the laft Prick to che left hand thall fall under the 


laft Figure, which will be as oft as there be odd Figures, the Number 
given fhall fall out between the Cenzer of the Se@tor and the tenth. 


Divifions buc if the faft Prick thall fall under the laft Figure but. — 


one, which willbe as oft as there be even Figures, then che Num- 


_bergiven fhall fall our berween the tenth Divifion and the end of - the. 


Seftor. 7 

This being confidered, when a Number is given, and the Square 
Root is required, take a pair of Compaffes, and fetting ene Foot in the 
Center, excend the other to the term of the number given in one of the 
Lines of Superficies; for chis Diftance applied to .one of the Lines 
of Lines, fhall thew whac the Square Root is, without opening the. 
Sector. ; : 


Thus 36 doth give a Root of 6 ; and 360, a Root of almoft Ig: and 


3600, a Root of 60; and 36000, aRootof 189, ee. A 


In like manner, the neareft Root of 725 is here found to be (a- 
bout) 27, the neareft Root of 7250, about 85: the neareft of 72500, 


about 269: and the neareft Root of 725@00, about 851: And foin - 


the reft. 


On the contrary, a Number given may be fquared, if firft we extend 
the Comapafies to the Number given in the Lines of Lines, and then 
apply that Diftance to the Lines of Su 
mer Examples. 


- 10, Three Numbers being given, to find the 
Proportion. 


iv is plain (by Euclid. Lib.6. Prop.t9 & 20.) that like Superficies doth 
hold ina duplicated Proportion of heir homologal Sides, whereupon 
a queftion being moved concerning Superficies and their Sides: To 

wfaal in Arichmetick, chat the Proportion be firft duplicated before the 
Queftion be refolved, which is not neceflary in the Life of the Seétor, 


only 


perficies, as may appear by the for- 


fourth in a-duplicated 


It is’ 


* 
RN ll A ee = 


— : \ 
ee oo eee ee. Poe 


The Vfe of the Line of Superficies, “33 
‘only the Numbers which do fignifie Superficies, muft be reckoned in the 
Lines of Superficies, and they which fignifie che Sides of Superficies, in 
the Lines of Lines, after this manner. _ 7 

If a Queftion be made concerning a Superficies, the two Numbers of 
the firft Denomination muft be reckoned in che Lines of Lines: and the 
Seétor opened in the terms of the firft Number to the quantity of a Line 
out of the Scale of Superficies refembling che fecond Number ; fo his Pa- 
rallels taken between the terms of the third Number, being meafured in 
the fame Scale of Superficies, fhall give che Superficial Number which 
was required. , 

Asita Square, whofe fideis 40 Perches in length, fhall contain re 
Acresin the Superficies, and it be required to know how many Acres the 
Square {hould contain, whofe fide is 60 Perches. | 

Here if I took 10 our cf the Line of Superficies, and put it over in 405 
in the Lines of Lines, his Parallel between 60 and 60, meafured in the 
Line of Superficies, would be 223, and fuch is the number of Acres 
required. For Squares do hold ina duplicated Proportion of their fidess 
wherefore when the Proportion of their fides is as 4 t06, and’4 multi- 
plied into 4 become 16, and 6 multiplied into 6 become 36, the Pro- 
portion of their Squares fhall be as 16 to 36, apd {uch is the Proportion 
Of 10 to 223, 

If a Field meafured with a Statute Perch of 164 foot, thall contain 
288 Acres, and it be required to know how many Acres it would contain 
if ic were meafured with a Woodland Perch of 18 foor. 

Here becaufe the Proportional is reciprocal, if I took 288 out of the 
Line of Superficies, -and put ic over in 18 in che Lines of Lines, his Paral- 
lel between t6 3 and 16 3 meafured in the Line of Superficies, would be 
242; and fuch is the Number of Acres required, | : 

For feeing the-Proportion of the Sides is as 16% to 18 > oY in 
leffer Numbers as 11 to 12, and chat 11 multiplied into 12 become 
121, and 12 into 12 become 144, the Proportion of thefe Super- 
ficies thall be as 121 to 144, and fo have 288.to 242, in reciprocal 
Proportion. 

On the contrary, if a queftion be propofed concerning the Side of a 
Superficies, the cwo Numbers of the firft Denomination muft be rece 
koned in the Lines of Superficies, and the Seétor opened in the terms of 
the firft Number to the quantity of a Line, out of che Line of Lines or 
fome Scale of equal parts, refembling the fecond Number; fo his Paral- 


‘tel taken between the terms of the third Number being meafured in the 
F {ame 


; 34 The Ufe of the Line of Superficies. Leet g 


‘fame Seale wich the econd’ Number, hall give che fourth Number re- 


- AsifaBield contained 288 Acreswhen it was meafured with a S:a- 


tute Perch of 16 3, and being meafured with anocher Perch,was found co 


contain 242 Acres, i¢ were required to know what was the length of the 
Perch with whiclrit wwas.fo meafured, | 

Here becaufe the Proportion is reciprocal, if I cook 164 out of the 
the Line of Lines, and pur icover in 242 in the Lines of Superficies, his 
Parallel between 288 and 288, being meafured in the Line of Lines, 
would be 18, and fuch is the length of the Perch (in Feet) wherewith the 
Field was laft meafured. « 

For feeing the Proportion of the Acres is as 288 unto 242, orin 
the leaft Numbers, as 144 10 121, and thac the Root of 144 1s 12, 
and the Root of r24is at, theProportion of Roots, and confequently 
of the Perches, fhall beas 12 10 11, and foaret6 % to 78 in réciprocal 
>soportion. 

If 360 men were to be fet in form of a long Square, whofe Sides 
fhall have the Proportion of 5 to 85 and ir were required co know the 
Number of mento be placed in front and file: Ifthe Sides were on'y 
5 and 8, there fhould be but 40 mens buc there are 360: therefore, 
working as before, I find thar, | 


43 40 to the Square of S: 
So 360 tothe Square of 15. 


As 40 to the Square of 3: 
So 360 tothe Square of 24. 
and fo1s and 24 are the Sides required. 


If 1000 mena were lodged in a fquare ground whofe Side were 60 
paces, and it were required to know the Side of the Square wherein 5000 
might befo lodged, here working as before, I fhould find thar, 


As 1000, are to the Square of 60: 


So 5000 to the Square of 134. 
And fuch, very acar, isthe Number of paces required. 


Al. Hoy. 


Ag 


: 


| 
| 
| 
a 


— 


—§ the Vfe of the Lines of Saperficies: eS 


se rr. How to defertbe a Parabola, by help of the Line of Lines and Si: 


perficiese s 


Pon An as the Diameter, prick 
down, by the Line of Lines, the 
equal Parts Ao, Au, Ay, Al, Am, 
An, @c. and from thefe Points raife 
the Perpendiculars ox, UZ> YB» Ip, 
mq, nh, &e. And upon the Perpen- 
dicular ox, affume the Point x, and open 
che SeStor in the Line of Superficies, {0 
that ox (being the firft Perpendicular ) 
may fall in with the Points 1... & (the 
firft of the Line of Superficies: ) Then 
if you take off from the fame Line 20-2, 
you fhall prick down uz, and 3.3 
pives ye; and4e4y lps Se 5,m95 
6 0.0, nhs Cre. 
_ Or, you may begin your work from nh, which (becaufe ic is 
the fixth Perpendicular ) take from nto h, the Point affumed, and 
{ec that length in the Line of Superficies from .6 to 6, {fo may you 
rick down the other Points correfpondently. | 
Through thefe Points h, 4, ps g» with an even hand draw the 


Parabola. 


And here note, that Parabola’s may be defcribed’ of infinite Varic- 
ties, according to the Cones from whenee they aretaken, yet keep- 
ing all one and the fame lengtli. 


B 4 CHAP, 


3@ 


CHAP. IV. 
The Ufe of the Lines of Solids. 
i. To find a Proportion between two or more like Solids 


N the Sphere, in regular, parallel, and other like bodies, whofe Sides: 

l next the equal Angles are proportional, the work is in a manner the 

fame, with that in the firft Propoficion of Superficiesybur that itis Wrought 
on other Lines. 

“Take one of the fides of the greater Solid, and according to it open the 

SeCtor in che points of roooand. 1000, in the Lines of Solids, then take. 

the like Sides of the leffer Solids feverally, and carry them parallel to the 


former, till they ftay in like points, fo the number of points wherein they 
ftay (hall thew cheir proportion to 1000, . 


AL 


* 


Let A and B be the like Sides of like Sol 
Semidiameters of two S 
Firft I cake the fide A, and to ito 
shen keeping the SeGor ac this Angle, I enter the 
ahe former, and find ic'to crofsthe Line of Solid 
and fuch is the Proportion betwee: the Solids rt 


ids, either the Diameters or: 
pheres, or the fides of two Cubes or other like, 


pen the Se€tor in the points of 1009, 
lefler Side B parallel co 
sin the points of 400, 


é equired, which in leffer. 
Number is, as § to 2, | 

This Propofition might have been wrought by 60, or any other Num- 
ber thar admits feveral Divifjons, 


Icmay allo be wrought without opening che Se@tor, for if the fides of. 
the Solids given beapplied to the Lines of Solids, beginning always at ihe 
Center of the Se&or, there will be firch Proportion between them, as bea. 

tween the Numbers of parts whereon they fall. ; 


2..T@. 


The Ufeof the Lines of Solidss = 


2. To augment a Solid in a given Proportion. 
3. Todimini(h a Solid in a given Proportion. 


Ake the fide of the Solid given, and to it open. the Seétor, in the 
points of che Number given: then keeping. the Seftor at that Anele, 
the parallel Diftance between the points of the Number required, {hail. 
give the like Side.of the Solid required.» » : 
If ic be a parallelopipedon: or fome irregular Solid, the other like 
Sides may be found out in the fame manner, and with chem the Solids. 
required, may-be made up with the fame Angles. 


B— / 3 
ree eran ees a: 


Let A bethe Gdeof aCube, to be augmented in the Proportion of 2: 
tog. Firft, I take the fide A, and pucit over in the Lines of. Solids in 
2 and 2, fo the Parallel between.3-and 3, doth give me the fide B, on: 
which if I make a Cube,. it will have fuch Proportion.to the Cube of A, 
as. 3 tO 2+ 

in like manner, if B were the Diameter of aSphere, to be diminifled 
in the proportion of 3t02, 1 would rake out B; and put: it over in, 
the Lines of Solids,,in 3 and 3, fo the Parallel berween 2 and 2, would 

‘ve me A: towhich Diameter if I fhould make a Sphere, . it would be 
le(s than the Sphere, whofe Diameter: is. B, in fuch proportion as 2:is 
lefs chan 3. 

Here alfo for variety of work, may thelike caution be obferved to that: 

which we gave in the third Propofition of Lines. 


4, To add one like Solid to another. | 
5. To fubtratt one like 8 olid from anothers. 


“\Irft the Proportion between the fides of the like Solids givens is tobe: 
| by the firft Propoficion of Solids : then add or fubtract thofe- 
Proportions, and accordingly augment or diminifh by the. former Pro-- 
pofition. | | . 
. Asif A and B were the fades of two Cubes, and it were. required to» 
make a third Cube equal tothem both: firft the Proportion between the - 
fides A and B, would be found co beas 100 to. 4.0, or in lefler terms as. 


330. Ss he Ufe of the Lines of Solids: 
§ to 2+ then becaufe g and 2 being added do makez, Iaygment the fide 


A, inthe proporties of §to7, and produce the fide C, on which if I 


_ makea Cube, ic will be equal co both the Cubes of A and B, which 
was required. 4 3 


Inlike manner A and B being the fides of ewo Cubes, if it were fe- 
quired to fubtraét the Cube of B out of the Cube of A, and to make a 
Cube equal to the Remainder. Here the Proportion being as §.to 2, be- 
~ eaufe 2 taken out of §, the Remainder is 3, I fhould diminith the fide 

A in the proportion of 5 toz, and fo I fhould have the fide D, on which 
if I make a Cube, it will be equal to the Remainder, when the Cube of 
B is taken out of the Cube of A, that is, the cwo Cubes made upon B and 
D hall be equal to the firft Cube made upon the fide A. 


6. Tofind two mean proportional Lines between two extremse Lines given. 


| ee I find what Proportion is beeween the two extreme Lines given, 
as they are Lines, by che fifth Propoficion of Lines, then open the 
Sector in the Lines of Solids, co the quantity of the former Extreme, and 
a Parallel between the points of che number belonging to che other Ex- 
creme, fhall be chat mean Proportional, which is next che former Ex- 
treme. Thisdone, open the Sector again to this mean Proportional in 
the points of the former Extreme, and the parallel Diftance between 


the points of the latter Extreme, fhall be the other mean Proportional 
 sequired, 


LT. es 1 
A B 1% 
Che ia Ao - : 


rE atSu ta cba wad © 2 ee 


> Ler the ewo extreme Lines given be Aand D, the Proportion between 
them, as they are Lines, will be'found to be as 27 co 8. Wherefore I 
takethe Line Ay and putic overin the Lines of Solids between 29 and 


27, and 


aa 


The Vie of the Lines of Solids, (39° 
27, and keeping the Sector at this Angle, his Parallel between 8 and 8 
doth give me B the mean Proportional next unto A, Then puc I over chis 
Line B, becween the aforefaid 27 and 27, and this Parallel between 8 
and § ae give me the Line C, che ocher mean Proportional which was 
required, ) 

oe for proof of the operations I put over this Line C in the afore- 
faid 29 and 27, and his Parallel becween 8 and 8 doth give me the very 
Line D: whereby tr ts plain chat che e four Lines do hold in continual. 
Proportion 5. and fo B and C are found tobe the Mean Proportionals be- 
tween A and D che Excreme given. i 


7. To find two mean proporti:nal Nambirs between two extreme Num- 

bers given. 

» 
Irft reckon the Numbers given on both fides of the Lines of Solids, 

beginning from the Center, and marking the cerms whereto they — 
extend: then takea Line out of the Line of Lines, or any other Scale 
of equal parts refembling the former of thofe Numbers, and pucit ver 
in the Lines of Solids, between che points cf hislike Number, anda Pa» 
rallel between the points belonging to the other Excreme, meafured inthe 
Scale from whence the ozher Parallel was taken, hall give that mean pro- 
portional Number which is next the former Extreme. This done open: 
the Seétor again ro this mean Proportional in the Points of the former 
Extreme, and the parallel Diftance between the points of the latter Ex-- 
treme, meafured in the fame Scale as before. fhall there thew the other. 


mean Proportional required. 


A 2.7 
~——__——__——_—- are Bt weep eey ALE Rt Tee Pe 
8 a La , 
ee ey Pe piceh at / sein Win baie MH 
} 48 


Br 


Let the two extreme Numbers given be 27, and 8, if I hall take the 
Line A, refembling 27 ina Scale of equal parts, and to it open the Seftor’ 
in 27 and 27, in the Line of Solids, his Parallel between 8 and eo 
give me B, for his next mean Proportional, and this: meafured in the 
former Scale doth extend to 18. Then put I over this Line B, between: 
“the fore(aid 27 and 275 and his Parallel between Sand 3 doth: give: me 


C, forthe other mean Proportional, and this meafured in the format 
| ; Seale. 


BO = The Ufe of the Lines of Solids. 3 
Scale doth extend to12, Again, for proof ofmy work, I put over this: 
Line C, between 27 and 27, as before, and his Parallel between 8 and 
doth giveme D, which meafured in the former Scale doth extend to 8, 
which was the lattcr extreme Number given 5 whereby ir is plain, chat — 
thefe four Numbers do hold in continual Proportion: and therefore 
-'and12 are Mean Proportionals between 27 and 8, which was re- 
wired. - 
; If you fuppofe ’ Pricks under the Number given as in Arithmerical Ex2 
traétion,and that laft Prick to the left hand fhall fall under the laft figure, 
-asin 1728, the unice will be left placed at 1, inthe middle of che Line, 
and the Root, Square and Cube willall fall forward coward che end of 
the Line. . 

If che faft Prick thall fall under che faft Figure but one, asin 17280; 
the unite may be placed at r, in the beginning of the Line, and che Cube 
in the fecond length: or the unite may be placed at 0, inthe end of the 
Line, and the Cube in the firft length. : 

But if the Laft Prick fhall fall on the laft Figure but CWO, as in 

- 1728003 then, place the unite always ac 20 inthe end of the Line: 
io the Root, Square and Cube will all fall backward and be found in the 
fecond length. 


3. Yo find the Cabigque Root of a Number. 
9. The Root being given to find the (ube Number of that Root. 


iD the Extraction of a Cubique Root, iris ufual to fet Pricks under the 
firft Figure, the fourth, the feventh and eenth, and {0 forward omit= 
ting two, and prickingthe third from theright hand toward the lefrs 
and as many Pricks as fall to be under the Cubique Numbers, fo many 
Figures fhall beinthe Root. So that if the Number given be lefs chan 
ooo, the Root fhallbe only of one Figures if lefs than 10C0009, it 
fhall be bur of two Figures; if above thefe, and lefs than ro00000000 
it (hall be but three Figures, ge. whereupon the Lincs of Solids are dic 
vided, firft into 1000 parts, and if the Numbers given be grearer than 
“4000 the firft Divifion (which before did fignifie only one) muft fig nifie 
1000, and the whole Line fhall be rooooce: if yer che Number given 
be greater than To0e000, the firft Divifion muft sow fignifie too0Ca0, 
and the whole Line be efteemed at 1oc@@00C00 parts, and if thefe be 
too little to exprefs the Numbers given, as oft as we have recourfe to the 
beginning, the whole Line fhall increafe itlelf athoufand times, 


By 


© the Ufe of the Lines of Solids. 7 

By chefe means, if che laft Prick, to the left hand, (hall fall under 
the laft Figure, the Number given fhall be reckoned at the beginning of 
the Lines of Solidsfrom 1 to 10, and the firft Figure of the Root thall 
bealways either ror 2, If the laft Prick fhall fall under the laft Figure 
but one, then the Number given.fhall be reckoned in the middle of the 
Line of Solids, between 10 and 100, and the firft Figure of the Root 
fhall be always either 2, or 3,or4. But if che laft Prick thall fallunder 
thelaft Figure but two, thenthe Number given hall be reckoned at the 
end of the Line of Solids, between 100 and r0G0, : 

This betng confidered, when a Number is given, and the Cubique 

Root required, fet one Foot of the Compaffes in the Center of the SeGtor, 
extend the other inthe Line of Solids to the Points of the Number gi- 
ven: Forthis Diftance applied to oneof the Lines of Lines, hall thew 
what the Cubique Root is, without opening the SeGor. 


So the neareft Root of 8490000, isabout 204, 
The neareft Root of 84900000, is about 439. 
The neareft Root of 84go000000, isabour 947. 


On the contrary, a Number may be cubed, if firft we extend the 
Compafies to the Number given, in the Line of Lines, and then apply 
the Diftance to the Lines of Solids, as may appear by the former Ex- 


- amples, 


10. Three Numbers being given, to find a fourth in a triplicated Pro- 
portion. 3 


BANG like Superficies do holdin a duplicated Proportion, fo like Solids 
A in atriplicared Proportion of their homologal Sides: and there- 
fore the fame Work is to be obferved here on the Lines of Solids, 
as before in the Lines of Superficies, as may appear by thefe two Ex- 


amples. 


be required to know the weight of a Cube whole fides is 7 inches; here 
the Proportion would be,. 


; 


As 4.are toa Cube of 7: 
So7toa Cube of 37%. 


ung And 


If a Cube whofe fide is 4. inches, fhall be 7 pound weight, ay if ie 


Rly 
‘ oct a 
~ Lye 
eS 
? 
x 


BPG 0, FAS ARa rR A gie, haestey PNT eb, a 


42 The Gfe of the Lines of Solids. Mee 
And iff took 7 out of the Lines of Solids, and put ic over in 4 
and 4, in the Lines of Lines, his Parallel between 7 and 7, meafu- P 

red in the Lines of Solids, would be 37% 5 and fuch is the weight. 

required. 4) | pte 
If a Bullet of 27 pound weighc, have a Diameter of 6 inches, and it | 

~ be required to know che Diameter of the like Bullet, whofe weight is 
125 pounds; here che Proportion would be, 


AAs the Cubique Reot of 27, us «nto, 
So the Culigne Root of 125, 1 untoto. 


And if I took 6 out of the Line of Lines, and put it over in 27, and 


27 of the Lines of Solids, his Parallel berween 125 and 125 meafured 


inthe Line of Lines, would be 10; and fuch is the length of the Di- 
-amecer required, ; 


The End of the fir Book. 


THE 


gt Te a RS BS Wes Urea ie rele Dae eee bi, pene WAR GP a ey Sr lyk (Ae SNe! ARUN ea eR pica Ber, Fi 


ek a a Ro eA a ane. SC Lan | Vt eR EY Cam by eI ae RI Ae Ee ye 
en Teh: bene ee : & any j eas 


4 4 


peneenenensata’ 
- SECOND BOOK 
fork CT © 


Containing the Ufe of the Circular Lines. — 


“ PhAnARNets 


- 


CHAP. I. 


Of the Nature of Sines, Chords, Tangents, and Secants, 
fit to be known before-hand , in reference to right-lined 
Triangles. : 


N the Canon of Triangles, a Circle is commonly divided into 
| 360 Degrees, each Degree inco 60 Minutes, each Minuce into 60 
. Seconds. : » ; 
A Semicircle therefore is an Ark of 180 gr. 
A Quadrant is an Ark of go gr. 
\ The meafure of an Anple is the Ark of a Circle defcribed out of the 
anpular point, intercepted between the Sides fufficiently produced. 
Sothe meafure of aright Angle isalwaysan Ark of gogr. and in 
this Example the meafure of the Angle B AD in the following Fi- 
gure, is the Ark BC of 40gr. the meafure of the Angle B A Gy is the | 
Ark BF of 5@gr. ) 
Fhe Complement of an Ark or of an Angle doth commonly fignifie 
the Ark which’ the given Ark doth want of 90 gr, and fo the Ark 
B-Piis che'Complemeiit of the Ark BC, and the Angle B AF, whofe: 
| | G 2 meafure 


GS Uhh e AS ee REST NEE OR MRT SUITES MAINA ESR NE Ay UMP EOP CUD Soe On ELA Nth gu BR Mun CH ae an 


TNS RBS SRY NR omg be Thea MACRO are age wate aN 
‘ POL PSS ( (eye a bi ts ay Bei 
4 - ' | - 


44 «Of the nature of Sines and Tangents. by 
fneafure is BF, is the Complement of the Angle BAC; and on the — 
contrary, | 


| The Complement of an Ark or Angle in regard of a-Semicircle, 1s 
that Ark which the given Ark wanted to makeup 180¢r -and fo the 
Angle B AH is the Complement of the Angle E AF, asthe Ark EH 
is the Complement of the Ark FE, in which the Ark C E is the excefs 
above the Quadrant. | 


“COCRAS LERCH Oka sR ota SES Seanase- 


uo FO 40 “So 0 $98 
The Proportions which thefe Arks (being the meafures of Angles) have: 
7 to the Sides of a Triangle, cannot be certain, unlefschat which js crooked: 
be brought to a ftreiglic Line, and chat may be done by the application 
| of Chords, Right Sines, Verfed Sines, Tangents and Secants to the Semi- 
diameter of a Circle. 3 | | 
A Chord is aright Line fubtending an Ark: fo BE is the Chord of 
the Ark BCE, and B.F a Chord ofthe Ark B4oF. 
Aright Sine is half the Chord of the double Ark, viz. the right 
‘Line which fallech perpendicularly from. the one Extreme of t 


he gi« 
ven. Ark, uponthe Diameter drawn tothe other Extreme of Fetal 
Ark. fi i 


io F So if the given Ark be BC, or the given Au le be BAC, let the 
ee Diameter be drawn through the Cenrer A- unto C and a cae 
bos B Drbe let down from the Extreme B upon A C, this Perpendicular B D’ 

fall. be the right Sine both of the Ark B.C, and alfo of the Angl 


i BAC: 


hie . 


c 


ne Cee NS ee te PaO kel Maen eke re PM NRT ee SEU Nem ey Cr OR: eas Ree epee ley, el ee 
ts mn Ee i he ee ee ‘ 7 ene . ve mse * Nt in is £ " . =o 


7 
ha 


Of the nature of Sines and Tangents. 4y 

B AC: and it is alfo che half of the Chord BE, fubtending the Ark 

~ BCE, which is double to the given Ark BC. Tn like manner, the Se- 

midiameter FA, is.the right Sine of the Ark FC, and of che righe 

- Angle FAC; for ir falleth perpendicularly upon A C, and itis the 
half of the Chord FH. ; 

- This whcle Sine of go gr. is hereafter called Radiesy. but the other 

Sines cake their Denomination frem the Degrees and Minutes of their 


Arks. 


Sinus verfis, the Verfed Sine is a Segment of the Diameter , inter~ 


cepted between the right Sine of she fame Ark, and the Circum- 
’ ference of the Circle. So DC is the Verfed Sine of the Ark CB, 
and GF the Verfed Sine of the Ark BF, and GH the Verfed Sine of 
the Ark BH. : 

A Tangent is aright Line perpendicular to the Diameter drawn by the 
one Extreme of the given Ark, and terminated. by the Secant drawn from 
the Center, through the other Extreme of the faid Ark. 

A Secant isa right Line drawn from the Center, through one Extrenae 


of the given Ark, illic meee with the Tangent raifed from the Diameter 


at the other Extreme of the faid Ark. . , 

So if the given Ark be C E, or the given Angle be C AE, let the Di- 
ameter be drawn eMfough the Center AtoC, andinC to AC, beraifed 
a Perpendicular CI. Then let another Line be drawn from the Center 
-A through E, till ic meet with the Perpendicular CI in I; . the Line 


Cis aTangent, and AT is the Secant both of the Ark CE, and of 


the Angle CAE. 


CHAP. 


CHAP. II. A 


Of the general Ufe of Sines and Tengents, 


1. The Radius being known, to find the right Sine of any eArk 
or Angle. 7 


ib the Radius of the Circle given be equal to the lateral Radius, that 
is to the whole Line of Sines on the Seétor, there needs no farther 
work, but to take the other Sines alfo out of the Side of the Sector 
But if icbe either greater or leffer, chen let ic be made a parallel Ra- - 
dius, by applying ic over in the Lines of Sines, between 90 and go 
fo te Parallel taken from the like lateral Sines, thall be the Sine re~ 
quired. ' . 
Asif the given Radius be A C, and it were required to aa: 
g6gr. and his Complement agreeable to that Radins, pen eis 


A FO AS ie BONS th HA 


@ ener} 


BLGRT Es ASKCUTICIZHCiasaegeys 


avant woyecs GIG Hte yeane 
eres 
auceseaisze 


ast Yu seagios 


esug iy esuviEs 
Qaggzesens eu 


ae OSBE TUS CS) ERURFULE) Cooea sATH VST TS 


ees teraspeieree 


Let 


The general Ufe of Sines and Tangents. 47 

Ler AB, AB reprefent the Lines of Sines on the Setor, and let BB 
the Diftance becween 90 and go, be equal to the given Radius AC. 
Here the Lines A 40, A§0, A 90 may be called the lateral Sines of go, 
$0, and 90, in regard of their place on the fide of the Sector. The 
Lines between 40 and 40,between 50 and 50,between goand g0,may be 
called the parallel Sines of go, 50, and go, in regard they are parallel one 
to the other. The whole Sine of go gr. here {tanding for the Semidia- 
meter of the Circle, may be called the Radius. And therefore if AC 
be put over inthe Line of Sines in 90 and 90, and {o made.a Parallel 
Radius, his parallel Sine between 50 and go fhallbe BD, the Sine of 50 


required. And becaufe so taken out of 90, the Complement is 40, his. 


parallel Sines between 4o and 40 fhall be BG, the Sine of the Comple- 
ment which was required. 


2. The right Sine of any Ark being given to find the Radins. 


Urn the Sine given into a parallel Sine, and his parallel Radius thall 


be the Radius required. 
Asif B D were thegiven Sine of so gr. and it were required co find 


the Radius, lec B D be madea parallel Sine of so gr. by applying it over 
in the Lines of Sines becween 50 and 50, fohis parallel Radius becween. © 


90 and go fhallbe A C, the Radius required. 


3, The Radius of a Circle, or the right Sine of aay Ark, being. given, 
and a freight Line refembling a Sine, to find the quantity of that. 


unknown Sine. 


- Er the Radius or right Sine given be turned into his Parallel, then. 
| take the sight Line given,° and carry it parallel co the former, tll ic. 
ftay in like Sines, fo the number of Degrees and minutes where it ftayech, . 


fhall give the quantity of the Sine required. 
As if B Dwere the givenSine of sogr. and BG the ftreight Line 


iven 
cata this Angle, I carry the Line BG parallel, and find ic to ftay 


in no other but 49 and 4o, and therefore 40 gr. is his Quantity, 


required. 


4. The: 


firtt 1 make B D:a parallel Sine of sogr. then keeping the. 


el ee ee Ae Ae ee eo f ¢ Re Odes PS ati GRRE LM RG ANY co has Pei tL carte eased a oo) Ue aay ce NS eam des 


tae Phe general Ufe of Sines and Tangents. 


~~» 


X 


4. The Radius or any vight Sine being given, to find the Verfed Sine 
of any Arkw | / Og ay: Ao yeaa : 


[F the Ark, whofe Verfed Sine is required, | be fefs than he Quadrant, 


take the Sine of the Complement out of the Radius, and the Remain- 
der fhall be the Sinus Verfus, the Verfed Sine of chat Ark. 
~ Asif A Boeing the lateral Radius, it were required to find the Verfed 
Sine of 40 gr. here the Sine of the Complement is A 50, and therefore 
B 50 isthe Verfed Sine required. Orif Ireckon from B at the end of 
the Se&tor, coward the Center, the Diftance from go to So is the Verfed 
Sine of 10 gr. from 90to 70, the Verfed Sine of 20 gr. from 90 to 60 


. is the Ver(ed Sine of 30 gr. and fo in the reft. ; 


If A D be thegiven Sine of 50 gr. and it be required to find the Ver- 
fed Sine of so gr. here becaufe A D is unequal tothe lateral Sine of 50 gr. 


~ [make ica Parallel. And firftI find the Radius A C, then the Sine of 


the Complement A 40, which being taken out of A C, leaveth C 40, 


for the Verfed Sine of 50 gr. which wasrequired. 


But if the Ark whofe Verfed Sine is required, be greater than the Qua- 
drant, his Verfed Sine alfo is greacer chan the Radius, by the right Line 
of his excefs above 90 gr. . | 3 

Asif AC being the Radius given, it were required to find the Verfed » 
Sine of 130 gr. here theexcefs above go gr. is 40gr. and therefore the 
Verfed Sine required is equal to the Radius A C and A 40, both being 


fet togecher. | 


5. The Diameser or Radins being given, to find the Chords of every 
e/frk, | 


| a Sines may be ficted many ways to ferve for Chords, 1. A Sine 


being the half of the double Ark, if the Sine be doubled ; it givech 
the Chord of the double Ark, a Siné of 10 gr. doubled giveth a Chord 
of 20gr, and a Sine of 25 gr. being doubled giveth a Chord of 50 gr, 
and fo inthereft; As here B D, che Sine of BC, an Ark of 40 gr. 


- being doubled, giveth BE the Chord of BCE, which isan Ark of 
S8ogr. Wherefore if the Radius of the Circle given be equal to the 
Jareral Radius, lec the Se&tor be opened near unto his length, fo that both 
the Lines of Sinesmay make but one direét Line: fo the Diftance on the 


Sines between 10 and to fhall be a Chord of 20, the Diftance between 
20and | 


aii 


eae aC Pea f Riek ae a ae ; Fite cc 
‘ \ . f. ti 7 ke 
Pe eat eee 


a ¥ “Ve oe Sige > Tr 5S (A) SRA Y, ts aE SY ph RO ee a ae a ow IRA SS pe Pee eo ae Ry co! 
De RON RGR EEK: FEAON PARE RUE YMG. Bor De GRENIER RR EET Ce DEC ee SEE Cee ete hei ee aoe es 
os aS eae aNe Sake Tie Y. u A se Pity aon r 
é ‘ , a 2 x 
“ = + 


- 
~ 


The general Ufe of Sines and Tangentss ~ ig 
20 and 20 hall bea Chord of 40, and the Diftance between 30 and 305 
_ fhall be a Chord of 69, and fo in the reft, 


2. BecaufeaSine is the half of the Chord of the double Ark, the Pro- 
portion holdeth. | eae : a 


te » 
fe) : *» 2 
of “ey a 
ae a 
a % : 
« fs a 
a ° 
= CR > " 
= ¢ a 
6 KN S FE 
., ; @ 
% a 
iz %, * 
ss = a, a 
Y = ‘} ‘ a 
ie i % a 
5 s = 
2 : = 
® a ¢, a 
* a . *, “a 
J ® s e = 
5 Sad 4 ¢, - « 
@ & °é ot 
« = o. = 
7 . : 4 % s 
2 A . = 
aD . > Pe, j e 
epg 'G : Li "y 
hd = 5 s ee 


SP 60 *0 49 Fo Qo 10 3 140 QO JO 40 $0 60 $0. 


As the Diameter F H untorhe Radius A H, fo che Chord BE unto 
-the Sine D E, or the Chord G L untothe Sine A L, and then if the Ra- - 
dius A Hbe put for the Diameter, whichis a Chord of 180 gr. the Sine 
D Eor AL, fhall ferve fora Chord of 80 gr. and che Semiradius which 
is he Sine-of 3ogr. thall ferve fora Chord of 60 gr. and go for the Se-__ 
midiameter of a Circle, and fo inthe reft. So that by thefe means we - 
thall notneed:to double the Lines cf Sines as before, but only to double 
the Numbers. And to this purpofe [have fubdivided each degree of the 
Sines into two, that fothey might fhew how far thehalf degrees do reach 
in the Sines, and yet ftand for whole degrees when they are ufed as 


Chords. | 

Wherefore if the Radius of the Circle given be equal to the lateral 
Semiradius (the Sine of 30 gr. and Chord‘of 60 gr.) there needs no far- 
ther work, then co take che Sine of 10 gr. for a Chord of 20 @r, and a 
Sime of 15 gr. fora Chord of 30 gr. ee. 23 

But if che Radius of the Circle given be either greater or leffer than 
the lateral Semiradius, take the Diameter of it, and make it a Parallel 
Chord)of 180¢7, by applying ic over the Lines of Sines between 90 
Biel 4 | H and - 


f Ee Seg 


go § The general Ufe of Sines and Tangentse 
and 90, or take che Radius or Semidiamerer, which 1s equal to: 
~ the Chord of 60 gr. and make ita parallel Radius of 60gr. by-ap- 
plying it over in the Sines of 30 and 30, and keep the Seétor at this. 
Angle. The Parallels taken from the laceral Chords thalf be the Chords. 
required, : 
As if the Diameter of a Circle given were the Eine A B, and it. 
were required to find the Chord of 8ogr. Firft I make AB a pa- 
rallel Chord of 180 gr. or the half of it a parallel Chord of 99 ¢r. fo- 
his Parallel LG, doth give me F G the Chord of 80gr. which was. 
required. 3 
a Seeing that as the Sine of the Complement of the half Ark is uno the: 
Radius, fo the Sine of the fame whole Ark is unto the Chord of ic: If 
we feck but for one fingle Chord, we may find ir without either doub- 
ling the Sines, or doubling the Number. For applying over the Radius. 
_ given in the Sine of the Complement of half the Ark required, his Pa-. 
_ rallel Sine {hall be the Chord required. : 
As if che Semidiameter of the Circle given were A C, and it were: 
required to find the Chord of 40 ¢r. the half of 40 gr. is 20 gr. the 
Complement of 20 g7. is 7o gr. Wherefore I make AC a parallel Sine 
of 7ogr. and his parallel Sine GL, doth give me FG, che Chord of. 
40 gr. agreeable ro che Semidiameter A C. 7 


Having tworight Lines refemsbling the Chord. and Verfed Sine, to find: 
the Diameter and. Radius. | 


- Let the two right Lines given be A B, re- 

~~ fembling the Chord, G Dithe Verfed Sine of 
a Circle, whofe Arch A G Bis unknown, and 

and lec it be required to find the Diamecer 
Having two Lines given, the firft G.D, 

the fecond A.D, the half of AB, we may 
find a third in continual Proportion (by the 

~ fixth or nineth Propofition of the Lines) and 

that fhall be the Line DF (18) the Sum whereof and of GD 
~ ‘Diameter GF (20) and the half thereof is the Radius (EG). 


gives the 


6.. The 


ROP suk Sar Ve os A x 


* 


The general Ufe of Sines and Tangents, *y 


6. The Chird of any Ark being given, to find the Diameter and Radins. 


Ture che Chord given unto a parallel Chord, and his parallel Semi- - 
radius fhall be the Semidiamerer, and the parallel Radius fhall be 


the Diameter. 


Asif F Gbe the Chord of 80 gr. I put this over in G and L, the Sine ‘ 
of go,.and Chord of 8ogr, and the parallel Chord of 180 gr. giveth 


me A B che Diameter required. 


30 40 50 B 93° 9° 


y e su 
@ 46 HA DANAEAAREASA 


Pev eee EET 


e 
eaugmamedseaas 


Or if I curn the Chord given into a parallel Sine of the fame quantity, 
‘his parallel Sine. of the Complement of half the Ark, doth give me the 
Semidiameter. 

Asif FG be the given Chord of 4o gr. I put ie over in Gand L, 
the Sines of ge gr. then becaufe the half of go gr. is 20 gr. and the 
~ Complement of 20gr. is 7ogr. I take out the parallel Sine of 7o gr. 

and it giveth me AB for che Semidiameter, agreable co that Chord 
of 4ogr. | 


H 2 Having 


e 


Shey 
te 


es 7 oe pee if NS * ‘ Pek s te NAPE nt tere one ae) Ceo eS. in ae CUS yh wie . “4S AVL Wee. Se Bae) eye 
SRL gape tap re ent Pee gen Sk Acie AOR RG (gee Wey a pa CNR URE Re RE GRE Zien: ar RAS FF OC ET 


- 


Be «The general Ufe of Sines and Tangents.: 
Having the Diameter of as Ellipfis to deferibe the fame upon a plain, ] 


_Ifs each Semidiameter be divided, in fuch fort, as. the Line of Sines 
is divided upon the Seéfor, and right Lines drawn through each divili- 
on Perpendicular to thofe Semidiameters like unto Sines; The Points 
where the Sines drawn through the one Semidiameter do meet the 
Sines of the Complement drawn through the other Semidiameter;fhall 


. be the Points through which the Ellip(is is to be drawn. | 
ee Let the Diameters be A B,D E, one croffing the middle of che other a 
“ inthe Point C, Divide firft-the Semidiameters CA, CB; then the a 


Semidiameters C D, C E, like unto the Lines of Sines upon the Seézor, 
by the eighth Propofition of Lines: Soy the Ellipfis hall be drawn 
- through the Points. at the meeting of the Sines of ro and 80, of 20 and: _ 

. 79, of 39 and 60, ec. 


a hry 8 S| ee 
Seas 


ae, B: 
| ie 
b | Or (withontthe help of che Line of Sines )we may draw the Circle 
— AF-Buponthe CenterC, and Semidiameter A C, for fo, croffing the 
i ass Diameter AB with feveral Perpendicular Lines continued unto ‘the 
aia Circumference of the Circle, if we divide. thefe Perpendiculars on. ' 
oe | either: | 


Gd Sia. ale ati tee Ae ame a ha a Al a ine SAL Mn et a a 
, fe ee I Cet 3 ; SE Pa 


The general fe of SinesandTangests. ° 93 


either fide of the Diameter in fuchi fort as the greater Semidiameter 


C F is divided by theleffer, inthe Point D, and draw a Line winding 
through all chofe Points,the Line fo drawn fhall be che Eilipfis.» 

Or (without the help of rhe Seftor ) wemay with the Radius AC, 
upon the Centers:D: and E, defcribe two occult Arches meeting in 
the Points K and L. Thentaking between Cand K, any Number of 
of Points M Njwe may from the Centers K and L, with the Semidia- 
meter M B-defcribe four occult Arches; and with the Radius A My_. 
and the fame Centers K and L, ‘crofs thenvagain with other four’Ar- 
ches in the Points at O.In like manner,from the fame Cencers Kand Ly 
with the Radius N Bs; we may defcribe other four occult Arches; and 


-. with the Radius AN, andthe former Centers crofs them again, with 


four Arches in the Points at P, and fo draw che Elliplis through the 
Points O:P; ec. 1 acy: 4 a 
This is ( ineffeét ).as we fhould tye a thread about A and L,and 
then draw iceafily fromthe Point A round abour the two former.Cen- 
ters K and L, until ic were brought tothe Point 4 again: which is alfo 
an ealie way to defcribe an Bllipiis. , 
The diftance of thefe former Points from either Semidiameter may 
be fee down in Numbers. For fuppofing the lefler SemidtamererC D,to 
be x0, the greater (CB) to be 16, Cor otherwife. divided into any 


Number of known Points,) NM we have the proportion: between CG: 
_ and C B, we may find che length of the Perpendicular G I. | 


If the Proportion be as to 2, the Perpendicular will be 8, 66. 
If the Proportion be as a.to 3, the Perpendicular will: be about: 


Js 45 , 
As the greater Semidiameter C B- 
cothe:-part given | CG 
So 100008, the Radius CB 
co the Sine of CG. 
whofe Complement is. GH- 
Asthe Radius i CF 
to the Sine ofthe Complement GH .. _ } 
.» So the Jeffer Semidiameter: CD: bin’ 
ro the Perpendiculars. GI 


The fame may alfo be found without knowing the Sines. For the 
Perpendicular GH is a mean Proportional between A Gand GBs: 
which being known er) a 


As C Funto,ED, fo isG H.unto.G Ip: 
| 710 


54 The general Ufe of Sines and Tangentis 


4. Toopen the Seftor to the quantity of any Angle given. 
8. The Sector being opened, to find the quantity of the Angle. 


T és one thing to open the Edges of the Se€tor to an Angle, and ano- 
-& therching to open the Lines on the Se€tor to the fame Angle. For 
the Lines of Lines onthe one fide, and the Lines of Sines onthe other 
fide, do make an Angle of 2 gr. when the Se&or is clofe fhut, and the 
Edges do make no Angle at all. So likewife the Lines of Swperficies 
and the Lines of Sclidsdo makean Angle of 1o gr. which are to be 
allowed to the Edges. 

The Linesof Linesmay be opened toa right Angle, if the whole 
Line of 100 parts be applied over in 80 and 60, — 

The Line of Sines may be opened toa right Angle, if the large Se- 
cant of 45 gr. be applied over in the Sines of 90 gr. or if the Sine of 
_ gogr. be spplied over inthe Sines of 45 gr. or if the Sine of 45 gr.be 
applied over in the Sines of 30 gr. 

If it be required toopenthole Lines to any other Angle, take out 
the Chord thereof, and apply it over in the Semiradiws, and thofe Lines 
fhall be opened to that Angle. 

As if it were required to open the Sector in the Lines of Sines toan 
Angle of 40 gr. take out the Chord of 40 gr. and to.it open the Setor 
in the Chord of 60 gr.fo fhall theLines of Sines be opened to the Angle 
required. Orif the fame Chord of 40 gr. be applied over between 
50, and §0, inthe Line of Lines, they fhall alfo be opened to the fame 
Angle. If it beapplied over in 25 of the Lines of Saperficies, or 125 
inthe Lines of Solids, they alfo fhall be opened to the fame Angle: 
becaufe the Chord of 6ogr. or Sine of ¥e gr. and 50 inthe Lines of 
Lines, and 25 inthe Lines of Saperficies, and 125 in the Solids, areail 
of the fame length withthe Semiradius. 

Or if the Sersiradius by applied over between the Sine of 30 gr. and 
the Sine of the Complement of the Angle required, ic will open the 
_ Lines of Sixes tothat Angle. 

Asif the Semiradius be applied over in the Sines of 
 Sineof sogr. it thall open the Lines of Sizes toan An 

On the contrary, if the Seéor be opened to an 
required to know the quantity thereof, open the 
Semiradins, and fetting one foot in the Sine of 30¢ 


. r. turn the other to- 
ward the other Line of Sines, and it fhall fall there inthe Complement 


vet 


gle of 40 gr, 
Angle, and itbe 


30 gr. andthe : 


-Compaffes to the 


| 
| 


EMEC EA NL 3) DE ORD Peete aed RSET ot at INC sl RAPP Pe INS RA Is es eee Aree BIN ye Pe Ty PRN Pie (as hee Caw 
Pte oR aera Bh CoE 
‘ia t ig yrs 5 ‘ 4 y > 
| 


The gentral Ufe of Sines and Tangexts, ei ¢5 


of the Angle; if it fallon 50 gr. the Angle is 4o gr. if on 60 grsthe 
Angle is 30 gr. &c. ys 


Or take overthe parallel Chord of 60 gr. and meafure it in thela- 
teral Chord). and ic fhall there thew the quantity of the Angle, Asif 
the Seéter being opened to an Angle, I fhould take over the Parallel 
of 30 gr. of the Sines, and 6o gr. of the Chords, and meafure it in the. 
lateral Chords, find itto be 40 gv. the Angle comprehended between 
the Lines of Sinesis 40 gr. bus che Angle between the Edges of the: 
Sector ts 2 gr. lefs, and therefore but 38 gr. 


9. To find the quantity of any Angle given. 


Lr out of the Angular Point, to the quantity of the Semiradiu, be 
defcribed an occult Ark that may. cut both fides of the Angle, the: 
Chord of this Ark meafured inthe lateral Chord, fhall give the quan- 
tity of the Angle. - 

Letthe Angle givenbe BAC: firft I take the Semiradins with the 
Compaffes, and fetting one foot in A, I cutthe fides of the Angle in: 
Band C; then] take the Chord BCC, and meafure it in the lateral 
Chord,and I find ito be 21. gr.and 15 min. and {uch is. the quantity of 
he Angie given... 3 


Or if the Ark be defcribed out of the Angular Point at any other 
diftance,. let the Semidiameter be turned into a parallel Chord of 


- Gogr. then take the Chord of this: Ark, and carry it Parallel, till ic 


crots in like Chords s. fo the place where it ftayech fhall give the quane- 


rity of the Angle. s 
As inthe former example, if Imake the Semidiameter A-B a paral- 


_ Jel Chord of 60 gr.and then keeping the Seéfor at that Angle,carry the 


Chord BC paralle!,till icftay fnlike Chords; I fhall find itto {tay in no: 


other but rr gr. 15 min, and {uch isthe Angle B.A Cy. 


an ra 
Smee e 
‘ 
if | 
ree) A 


pa. The general Ufeof Sines an 


‘ 


/ 
‘ 
is 


eee eee ine negeee as 
i $ % ab fy a 
\ 
a p Save 


5 ~ 
& 
” 


pa ee 


Tangents, 


10, Upon aright Line, anda Point Given init, to msake om Angle equal 


‘to any Angle given. | 


Beans che. Poine given defcribe an Ark; cutting the fame 


Line s,chen by the § Prop. afore,find the Chord of the Angle given’ 


agreeable to the Semidiamerer,and infcribe it into this Ark? fo a riche: 
Line drawn through the Point given, and the end of this Chord, thald 
be the fide that makes up the Angle. “9, : 

Let the right Line given be A B, and the Point givenin ic be 4, and 
lecthe Angle given be 11¢7. 15 min. Herel opentheCompaffes co 
any Semidiameter AB, ( but asofe as I may conveniently to the late. 
ralSemiradius ) and fetting one foorin 4, I defcribe an occult Ark 
BC; then feek outthe Chord of 11 gr. 15 min, and taking it with 
the Compaffes, I fer one foot in B, rhe ether crofleth the Ark in 
C, bywhichI draw the Line A C, and it makes up the Angle re- 
Qi dears” so. sotiyen? laa THD < avis! 


11. Todivide the Circtmference of aCircle into any parts required 


lt 360, the meafure of the whole Circumference, be divided by the 
Number of parts required, the Quotient giveth che Chord, which 
being found will divide the Circumference. 

SoaChord of 120 gr. will divide the Circumference into three 
equal parts ; a Chord ot 90 gr. into four parts 3 a Chord of 72 gr. inte 
five parts; a Chord of 60 gr. into fix parts ; a Chord of § rgr.26 min. 
_into feven parts; a Chord of 45 gr, into eight parts; a Chord of 40 gr. 

into nine parts; aChord of 36 gr. into ten parts; a Chord of 32 or. 
44 min, into eleven parts ; a Chord of 30¢r. intotwelve Dalle. 33 


In like manner if it be required to divide the Circumference of the 
~ Circle whofe Semidiameter is A B, into 323 firit Ttake the Semidia- 
_ meter A B, and make it a parallel Chord of 60 gr, 


3 then becanle. 360 gr. 
being divided by 32 che Quotient will be 1 a | 

rallel Chord of 11 gr.1s min. 
into 32. 

Bic here the parts being many, it were better to divide it fir(t into 
fewer, and after to come over it again. As firftto divide the Circum- 
ference into 4, and then each 4 parts into 8, or otherwife, ‘as the Parts 
may be divided, | . ij Te aT | 


ataiae 3 5 min, Y find the pax 
and this will divide che Circumference 


/ 


The general Ufe of Sines and Tangents. $7 


12, To divide aright Line by extreme and mean proportion. 


alone Line to be divided by extreme and mean proportion, hath the 
fame proportion to his greater Segment, as in Figures infcribed 
inthe fame Circle, che fide of an Hexvagona figure of fix Angles, hath 
to afide of a Decagona figure of cen Angles: but the fide of a Hexa- 
gon is aChord of 60 gr. and the fide of a Decagon is aChord of 369. 

Lec A Bbeche Line to be divided : if I make ABa parallel Chord 
of 60 gr. and co this Semidiameter find A C a Chord of 36 gr.this AC 


_ , thall be the greater Segment, dividing the whole Line in C, by extreme 


and mean proportion, So thar, 

As A B the whole, tsunto AC the greater Segment: fo A C the 
greater Segment, unto C B the lefler Sepmenc. 

Or let A C be the greater Segment given: if I makethis a parallel 
Chord of 26 gr. she correfpondent Semidiameter (hall be che whole 
Line AB, and che difference C B the lefler Segment. 


A C B 


Or lee C Bbe the leffer Segment given: if Imake thisa paralled 
Chord of 36 gr. the correfpondent Semidiameter fhall be the greater 
Segment A C, which added to C B, gives the whole Line A B. c 

To avoid doubling of Lines or Numbers,you may pue over the whole 
Line inthe Sines of 72 gr. and che parallel Sine of 36 gr. thall be the 
greater Segmenr, ies 

Or if you put over the whole Line in the Sines of 54 gr.che parallel 
Sineof 30 gr. fhall be the preater Segment, andthe parallel Sine of 


18 gr. fhall be the lefler Segment, 


J CHAP, 


Sea : bee 
Swe = - t t 
s Bare “ Tes 
)Saewe ‘ 


i 


“SH NEA Sa a ay 
4. GAD A AE 
Pay wel paatge'® 

¢ 


on of the Sun, and reprefeat che Parallels of Latitude. 


inthe like fore, and then carefully draw a Line eh 
foas it makes no Angles, the Lines fo drawn 


ee 
ts 


CHAP. II. 


Of the projeétion of the Sphere in Plano. 


See Ts TD, 


re Projett the Sphere in Plano, by rreight Lizes. 


1,” ¥ ‘He Sphere may be projefed in Plano in {treight Lines, es inthe: 
? nf Analemma, if che Semidiameter of the Circles given be divided 
in fuch fore asthe Line of Sines on che Settor. | 

Asif che Radius of che Circle given were A E, the Circle thereon 
defcribed may reprefent the Piane of the general Meridian, which 
divided into four equal partsin E, P, &, $, and croffed ar right Angles 
with E A and PS, che Diamerer E &, thall reprefenethe Eguatorjand 
P S,the Circle of the hourof6. And itis alfothe Axisof the World, 
wheria P ftands for che North Pole, and S for the South Pole. Then 
may each quarter of the Meridian be divided into go degrees from the 
Equator towards the Poles. In which we number 23 degrees,30 min.the 
greateft declinationof cheSun from Ero s Northwards, from Ato 
vp Southwards, the Line drawn from sto w fhall bethe Ecliptick, 
and the Lines drawn parallel co the Equator through and vp fhall be 
the Tropick. 

Having thefecommon Se€tions with the Plane of che Meridian, if 
we fhell divide each Semidiameter cf the Ecliptick into go degrees, in 
fuch fort as the Sines are divided onthe Seftor. The firt 30 degr. from 
A towards & fhail{tand for the Sign of y. The 30 degr, next follow- 
ingfor y. Thereftof 1 & Sy ec. intheir order. So chat by thefe 
mears we have che place of the Sun for alltimes of the year, 

It again we divide A P, AS, in the like fort, and fee thereto the 
Numbers 10, 20, 30, @e. unto 90 degrees, the Lines drawn 


n through. 
ne 4 = . 2 rt, 
eacliof thefe degrees parallel to the Equator fhall thew the declinaci- 


if farther, we divide AE, A &, and esch of bis Parallels equally 
rough each 15 degr, 
fhall be Eliptical, and 


reprefen: 


‘ 


Of the Projestion of the Sphere, 59 
reprefent the Hour-circles. The: Meridian PES, the hour of 12 at 
noon ; that next unto it drawn throngh 75 degrees from the Center, the 


hours of tt and 3, that which is drawn through 60 degrees from the 
Center, the hours of 10 and 2, &c. : | | 


byt 


To thefe we may add the months of the year, andthe days of each 
month, placing Fanuary about F, AZarch about E, Fune about J,Faly about 
K, September about E &, December about the Tropick of vp: and fo the 
reftacccording to their Declination from the Equator. 

‘Then having refpect unto the Latitude, we may mimber it from 
I 


2 E Northe- 


60 | Of the Projection of the Sphere. 

ENorthward unto Z, and there place the Zenith: by which, andthe 
Center, the Line drawn Z AN, thal! the Vertical Circle, paffing 
through che Zenith and Nadir, and thronga the Center at A, inthe 
Points of Eaft and Weft, and che Line M AH croffing it at right An- 
gles, thall reprefent the Horizon. 

Thefetwo being divided in the {ame fort as the Ecliptick and the 
Equator, the Line drawn through each degree of the Semidiameter. 
AZ, parallel tothe Horizon, fhall be the Circles of Altitude, and 
the Divifions in the Horizon and his parallels fhall give the Azi- 
muh, ! | 

Laftly, Ifthrough t8gr.in AN, be drawn a right Line LK parallel 
to the Horizon, it fhall fhew the time when the day. breaketh, and the 
endof che twilight. 


Some Ufes of thisProjettion 


Fea Example of this Proje@ion, let the place of che Sun be-the » 


latt degree of wy, the Parallel pafling through this place is LD, 
and therefore the Meridian Aleitude ML, and the deprelfion below 
che Horizon ae midnight H D: che Semidiuraal Ark LC, the Semi- 
noéturnal Ark C D; the Declination A B, the Afcentions| difference 
BC, the Amplitude of Afcention AC. The difference between the 
end of twilight and the day break is very {mall 5 for it feems the Pa- 
rallel of the Sun doth hardly crofs the Line of ewiltghr. 

If the Altitude of the Sunhe given, let a Line be drawn fromit 
Parallel co the Horizon: fo it fhall crofs the Parallel of theSun, and 
there fhew both the Azimuth andthe Hour of che day. As ifthe place 


_of the Sun being given as-before, the Altitude in the morning were - 


found to be 20 degrees, the Line F G drawn Parallel to the Horizon 
through 20degrees in A-Z, would crofs the Parallel of the Sun in ©. 
Wherefore F © fheweth the Azimuth, and L © the quantiry of Hours 
from the Meridian. Ie feems to be about half an hour paft 6 inthe 
morning, and yet more than half a Poine short of the Eatft. 

The diftance of two places may be alfo fhewed by this Projection, 
cheir Laticudes being known, and their difterence of Longitude. . 

For: fuppofe a place in the Eaft of drabia, having 20. degrees of 
North Latitude, whofe difference of Longitude from London, 1s found 
by an Eclipfe co be 5 Hours, 2. Let Z be the Zenith of London, the 


Parallelof Latieude for chat other place muft be L D, in which the . 


difference 


: Of the Projection of the Spheres — . 6 
difference of Longitude is L©. Wherefore © reprefenting the fice 
of that‘place, Idraw through @a Parallel tothe Horizon M H,crof- 
fing the Vertical AZ near about 70 degrees from the Zenith, which 
raulciplied by 20,(heweth the diftance of London, and that place to be 
1400 Leagues, Or multiplied by 60, to be 4200 miles. 


Sect. If, 
To project the Sphere in Plano, by Cirenlar Lines. 


iit Nits Sphere may be projected in Plano by Circular Lines, asin 
the general Aftrolabe of Gemma Frifius, by che help of the Tan- 
gent onthe fide of the SeéZor. ‘ 

For let the Circle given reprefent the Plane of the general Meridian 
as before: leritbe divided into four parts, and croffed arright Angles 
with E A the Equator, and PSthe Circle of the Heur of 6, wherein 
P flands for the Narth Pole, and § for the South Pole: Ler each quar- 
ter of the Meridian be divided into 90 degrees, and fo the whole into » 
360, beginning from P,and fertting co the Numbers of 10,20,30, Cee. 
goat &, 180 atS, 270at E, 360arP. The Semidiameters A P, A fee. 
AS, AE, may be divided according co the Tangents of half their 
Arks, that isa Tangent of 45 degrees, which is always 10000, equal 
tothe Radius, thall give the Semidiameter of 90 degrees, a Tangent of 
40. degrees 83910, fhall give 80 degrees in the Semidiamerer: a Tangent. 
of. 35 degrees 70021 Shall give 70, @c, So that che Semidiameters may 
be divided in fuch fore as the Tangent onthe fide of the Sector chedif- - 
ference being only in their denomination. 

Having divided the Circumference and the Semidiameters, we may 
eafily draw the Meridians and the Parallels by the. help of the 
Seltore 
The Meridians are to be drawn through both the Poles PandS, . 
and the degrees before graduated in the Equator. The diftance of 
the Center of each Meridian from A,the Center of the Plane, is equal - 
tothe Tangent of the fame Meridian, reckoned from the general Me- - 
ridian P AS E, andthe Semidiameter equal co the Secant of the fame - 
aegree, 

Phe for example, If I fhould draw the Meridian P BS, which ts . 
che centh from P 4S, the Tangent of togr: 17623, giveth me AC, 
and the Secant of 10 gr, 101543, givethme SC, wherefore C hi the - 

wEBIER » 


te uae 


"te Of the Projection of the Sphere. 

--Center:of the Meridian, P BS, andCS hisSemidiameter; foA Fa 
Tangent of zogr. 36397 fheweth Ftobethe Center of PDS, the 

- twentieth Meridian from P A S,and AG a Tangent of 23 gr. 30 ™ 
43481, theweth Gto bethe Center of P &S, ec. 


The Parallels are to be drawn through the degrees, in A P, AS, and 

- their correfpondent degrees inthe seneral Meridian, The diftanceof 
the Center of each Parallel from A the Center of the Plane, ‘is equal 
co the Secant of the fame Parallei from the Pole,and the Semidiameter 
equal 


Of the Projection of the Spheres = ss OP 
equal to the Tangent of the fame degree. As if I thould draw the 
Parallel of 80 degrees, which is the tenth from the PoleS, firft I open 
the Compafles unto A C the Tangent of 10 degrees 176 33, and this-gi- 
veth me the Semidiamerer of this Parallel, whofe Center isa little 
from $, in fach diftance as 101543 the Secants S C is longer than 
10000, the RadiusS A. 

The Meridians and Parallels being drawn, if we number the 23 degr. 
20 min. from Eto & Northwards, from AE to vp Southward, the Line 
drawn from to w fhall be the Ecliptick : wich being divided in 
fuch fore as the Semidiameter AP, the Arik 30 degrees fram Ato @ fhall 
ftand for the Sine of 3 the 30 degr, next following for yo; the rele 
for Il, S SL, Cre. in their order. ; | 

If farther we bave refpect unto the Latitude, we may number ic 
from E Northward unto Z, and there plecetke Zenith, by whichand 
the Center, the Line drawn Z AN, fhall reprefene the verticle Cir- 
cle, and the Line M AH, croffing itatright Angles, fhali reprefene 
the Horizon, and thefe divided in thefamefort-as AP, che Circles 
drawnthrough each degree of the Semidiameter A Z,Paraltel co che Ho- 
rizon,fhall be the Circles of Altitude: andthe Circles drawa through. 
the Horizon and his Poles, fhall givethe Az muths. | | 


Some Ufes of this Projections 


Or Example of this Projeétion, letthe place of tive Sun be inthe. 
beginning of sz, the Parallel paffing through this place is «x OL,. 
and therefore the Meridian Altitude ML, and the depretlion below 
the Horizonat Midnight H O, the Semidiurnal Ark L ©, the Sem'-. 
no@urnal Ark O ©, the Declination A R, the Afcenfional difference 
R ©, the Amplitude of the Afcenfion A ©, 
Or if A be put to reprefent the Pole of the World, then thall 
P ASE ftand for the Equator, and P @S vp for the Ecliptick, and 
the reft which before ftood for Meridians, may now ferve for particu-- 
lar Horizons, accordingto their feveral Elevations. Then fuppofethe 
place of the Sun given co be 24 degrees of wv, his Longicude fhall’ be 
PI, his right Afcention PH, ‘his Declination HI, And if the! place . 
given be 19 degrees of $1, his Long tude fhall be P K, his right Afcen- 
fionPN, his Declination NK. Again, the Declination broughe to 
the Horizon of che place, fhaillchere (hewthe Afcentional difference 5. 
Amplitude of Afcenfion,and the like conclufions of the Globe. Bur. 
intend. 


6h Of the Projettion-of the Sphere. 
intend not here to fhew the Ufe of the Aftrolabe, butthe Ufe of the 
Seftor in Projection. » a apg 
And after this manner may a Nofturnal be projefted to thew the 
Hour of the Night, whereof I willfet down a Type for the ufe of 
Seamen. he Ob | | . 


%, 
2, 
S) 
2 
@ 
& 
SX NN 
> 
«t 
(/ ee Soo So 
ad ee 
my Nee ei =a mart 
< ] ba Lt heed 
~4 { i 


Ie confifts, as you fee, of two parts, the one isa Plane divided 
equally according to the 24 hours of the day, and each hour into quar- 
ters or minutes, asthe Plane will bear: the Line from the Center to 
XII, flands for the Meridian, and XII ftands for the hour of 12 a¢ 
midnight. The other part is a rundle for fuch ftars as are near the 
North-pole, together with the twelve months, andthe daysof each 
, month fitted tothe right Afcenfion of the ftars.s Thofe that have occa- 
fion to fee the South-pole, may do the like for che Southern Conftel- 
lations, and put them ina Rundle onthe back of this Plane, and foie 
may ferve for all the World. 


pra 


The 


Of the Projettion of the spheres 86g 
The Ufe of this Nof&urnal. 


The Ufe of this Noéturnal is eafie and ready. For lookup tothe 
Pole, and fee what Stars are nearthe Meridian : then place che Run- 
dle tothe like fituation, fothe day of the monch will fhew the hour of 


the Nighi. 
Sucr. III. 
Another way to Projet the Sphere by Circular Lines. 


35 He Sphere may be projected in Plane, by circular Lines, as in 
the particular Aftrolabe of Fohn Stopblerin, by help of che Tan- 
gent, as before. 

For let the Circle given reprefent the Tropick of vp, let it be divi- 
ded into four parts, and croffed at right Angles with AC the Equi- 
noétial Colure, and MB the Solftisial Colure, and general Meridian, 
che Center Preprefenting the Pole of the World. Let each quarter be 
divided into 90 degrees, and fo the whole into 360, beginning from 
A towards B. The Meridian P M or P B, may be divided according to 
the Tangent of half his Ark. Soas the Ark from the North Pole to 
the Tropick vp being 9@ degrees, and 23 degrees 30 min. that is 113 de- 
grees yO min. and the half Ark §6 degrees 45 main. the Meridian fhall 
be divided into 90 degrees and 23 degrees 30 min. in fuch fort as the 
_ Tangent of 56 degrees 45 min. on the fide of the Seclor is divided 
into degrees and half degrees, of which P & the Ark of the Equator 
90 degrees from the Po'e, fhall be given by the Tangent of 45 degrees. 
And P %the Ark of the Summer Tropick 66 degrees 3.0 msin. from the 
Pole, fhal! begivenby the Tangent of 33 degrees 15 min. And the 
Circles drawn upon the Center P through A and &,fhall be the Equa- 
tor, and the Summer Tropick. : 

Having the Equator and both the Tropicks,the Ecliptick V & om vp 
fhall be drawn from the one Tropick to the other, through the inter- 
fectionof the Equator and the Equino&tial Colure. And it may be di- 
vided firft into twelve Signs after this manner:'PE the Arkof the 
Pole of the Ecliptick 23 degrees 30 min. from the Pole of the World, 
_fhallbe given by the Tangent of 11 degrees 45 min. The Center of 
the Circle of Longitude paffing through this Pole BY: and *, thall 

K be 


: 66 Of the Projection of the Sphere. a 
vit be found at D ( fomewhat below B) by the Tangent of 66 degrees 
: : 30min. Then through D draw an occult Line parallelto AC, and 
divide it on each fide from D, in fuch fort asthe Tangent is divided 
onthe fide of the SeGtor, allowing 45 degrees to be equall co D E, 


fo the thirtiech degree from D toward the right hand, fhal! berthe 
Center of the Circle of Longitude paffing through E © and m, The 


Kuma rte 


Gi | 9°3 


fixtieth degree the Center of ZEB #. The thirtieth gr. from D towards 
the left hand,the Center of * E ®. The fixtieth,the Center of = ER, 
And the other intermediate degrees fhall be the Centers to divide each 
fign into 30 gr i. 


~ # 


04 ds 


Of the Projection of the Spheres 67 

“If farther we have refpect unto the Laticude, we may (che Meridi- 
an being before divided } number it from P Northward unto.H, and . 
there place the North Inter{e@ion of the Meridian and Horizcns — 
chen the Complement of the Latitude being numbred from P South- 
ward unto Z, fhall there givethe Zenith; and 90 degr. from Z South= 
ward untoF, fhall there give che South interfeétion of the Meridian 
and Horizon. The middie between F and H fhall be Gehe Center of 
the Horizon Y H = F, paffing through the beginning of Y and ™, un- 
lefs there be fome former errrour. | | 

All Parallels to che Horizon may be found in like fore by their In- 
terfetions with the Meridian, and the middle between thofe Inter- 
feétions is always the Center. | 

The Azimuths may be drawn as the Circlesof Longitude were be- 
fore. For the Circle of che firft Verticle V Z &, will befound ac I 
(fomewhat near unto B) by the Tangent of che Latitude, And if 
through I we draw an occuls Line parallel to AC, and divide te on 
each lide from I, infuch fort asthe Tangent is divided onthe fide of 
the Seéfor, allowing 45 degrees to be equal to IZ, thefe Divifions — 
fhall be che Centers, and che diftance from thefe Divifions unto Z, 
thall be the Semidiamecers whereon to defcribe the reft of the 
Azimuths. 


Some Ufes of thw Projection. 


T'Or example of this Projection, let © the place of th€ Sun given 
be 10 degr. of & : aright Line drawn from P throvgh this place 
unto the Equator, fhall there fhew his right Afcenfion V K, and his 
Declination K ©. Then may we onthe Center P and Semidiameter 
© P draw an occult Parallel of Declination, croffing the Horizon in 
L, M. the Meridian inG and N. Sothe right Lines P Land P M pro- 
duced, hall fhew the time of the Suns rifling and fetting, Y Q the 
difference of Afcenfion, R the difference of Defcenfion, YL che 
Amplitude of rifing, and = M the Amplitude of his fecting, L NM 
fheweth the length of the night, Z G fhewerh his diftance from the 
Zenith at noon, H N his depreffion below the Horizon at midnight. 
And then having the Altitude of che Sun at any time of the day, the In- 
terfection of che parallel of Aleicude with the parallel of Declination, 
fheweth the Azimuth, and aright Line drawn from P through this In- 
rerfection, giveth the hour of the day. sa | 
: H 2 SB Cy 


68 Of the Projection of the Sphereo 
| Sect. IV. | 
ef third way to Projeét the Sphere ia Plano, by € ircular Lines. 


4. He Sphere tay be Proje&ted in Plano by Circular Lines, after. 
al Wi manner of the old concave Hemifphere, by the help of the. 
Tangent on the lide of the Seéfor. 

For let che Circle given reprefent ehe Plane of the Horizon, let ic 
he divided into four parts, and croffed at right Angles with S N the 
Meridian, and E V che Verticle; foasS may ftand for cheSouth, AV 
‘forthe North, E forthe Eaft, Wthe Welt-partof the Horizon, and. 
the Center Z reprefent alfo the Zenith, Let each quarter of the Ho- 
rizon be divided into 90 degrees, and fo the whole into 360 degrees,. 
beginning from N, and fetting co the numbers of 10,20,30,¢c. 90 at 
E, 180atS, 270 at W, 260atN. 

The Semidiameters Z N, ZS, may be divided according to the Tan-. 
gent of half their Arks: foasthe Ark from the Zegith to che Horizon 
being 90 gr.and che half Ark 45 gr. the Semidiamecers are to be divi- 
deed in fuch fort as the Tangent of 45 gr. aswas fhewed before inthe 
fecond Proje&tion. And if from Zwe draw Circles through each of 
thefe Divifions, they fhall be Parallels of Alcitude. ; 

Then having reipeét unto.the Altitude, we may (the Meridian be- 
ing before divided ) number it from Z to A, and there place the In- 
cerfection of the Meridian and Equator. The Complement of che Lae 
titude from Z unto P; fhallthere give.che Pole of she World, and 90 
further from P, (hall there give the other inrerfe€tion of the Meridian 
and Equator. 

The middle between thefe inrerfeStions thall be A the Center of the 
Equator, pafling throvgh E and W, unlefs there be fome formerer- 
rour. Fhe interfections of the Tropicks depend on the Equator. From 
A 23 degrees 39 min. farther fhall be ¥ che interfeion of the Meri- 
dian and the Southern Tropick. From & 23 degrees 30 min. nearer 
fhall be %, che Inrerfection of che Meridian and the Northern 
Tropick. The Interfeftions of the other. intermediate Parallels, — 
fhall be given in| ke fort, by their degrees of diftance from,the Equa- 
eor,and che middle betweenthofe Inrerfeétions.is always. the Center. 

The Hour Circles may be here drawn asthe Azimuths in the. third 
Projection. For the Center of EP W, the. hour of @, will be found 


ag. 


| 


of sheeProjettion of the Spheres $9 


at B, ( fomewhat near unto N.) bythe Tangent of the Latitude, And 
_if through B we draw an occult Line parallel unto E W, end divide 


it oneach fide fromB, in fuch fore as the Tangent is divided onthe 
fide of the Seétor, allowing 45 degrees to beequalto BP, and 1§ de- 
grees, for every hour, thofe Divilions fhall be the Centers, and the di- 
itance from the Divifions unto P, fhall be che Semidiamerers, whereon 
co.defcribe the reft of che hour Circles, 


_ 
$50 oto ‘ries 


Per 7 / A 
o.. he Ve : 


"ens f 
LI a I 
oz! etna care 'o Lt 


The- 


Oey ; Of the Projettion of the sphere. be 


ane 


_ The Ecliptick may be drawn as the Equator, For the Center of 
that half which hath Soushern Declination, fhall be given by the Tan. 
gent of the Altitude, which che Sun hath in his entrance into W. And 
the Center of the other half by. the Tangent of his Alticude, ae - 
his entrance into S, and it may be divided, as inthe former Proje@ti- | 
on, or elfe by Tables calculated to that purpofe. - 

To thefe Circles thus drawn, if we mal add the months of the year, 
and tie days of each month, as we may well do, at the Horizon, on 
either fide, between the Tropicks ; this Projeétion thall be Greed for 
the moft ufeful Conclufions of the Globe, as by examples following 
may appear. ~ 


Some Ufes of thes Projection. 


Re: the day of the month being given,the Parallel chat fhooteth on 
A it,doth fhew what declination theSun hath at that time of the year. 


- And where this Parallel croffeth the Ecliptick, there is the place of 


the Sun. Or che place of the Sun being firft given, the Parallel which 


-croffeth it, fhall atthe Horizon fhew the day of the month. Either 


of thefe chen being given, or only the parallel of Declination, we may 
follow it, firft uncothe Horizon, there the diftance of the end of che 
parallel from E or W, theweth the Amplitude; the fame among the 
hour-circles {heweth the time when the Sun rifeth or fetteth. Then 


~ having the Alticude of the Sunat any time of the day, the Interfeétion 


of the Parallel of Declination with the Parallel of Altitude fheweth 


_ the hour of the days and a right Line drawn from Z, through this 


UnterfeGtionto the Horizon, giveth the Azimuth. 
Thus in either of thefe Projeétions, that which is otherwife moft 


troublefome, is eafily done by che help of the Tangent Line,and what 


Ihave faid of this Line, the fame may be wrought by Scale and Num- 
bers out of the Table of Tangents. | . 


re Note, that if unto any of thefe three laff Projettions, there le added an 


Index equal tothe Semidiameter of the Circle, to move upon the Center 
of the Projection, and the fiducial edge thereof divided according to 
the Tangents of half Arks, the Semidiameters need not be divided, and 


the Inftruments will then be fitly accommodated to perform many Con- 
clufions of the Sphere. “e2 


By | 


Of the Projection of the spheres | Brae ce eee. 


s72-By the formet ways of Projecting of the Sphere, the whole Are 
of Dialling may be performed upon any of them, but efpecially upon 
chis laft, which may be fitted to the Horizon of any place, the manner 
whereof inthis place I fhallbriefly deliver. | 


1. Foran Horizontel Dial. 


If ftreight Lines be drawn from the Center of the Projection 
chrough the incerfections of the hour Circles wich the outermoft Cir- 
cle or Horizon, thofe Lines fo drawn fhall be the erue hour Lines of 


an Horizontal Dial in that Letitude for which the Projeftion was 


made, for the hour Circles cut the Hor:zon at thofe degrees of 
diftance. 3 
2. Foran Eve&h dire&t North or Soneh Dial. 


If an Index be divided as the Semidiameter of the Projeétion ZW 
is, on both fides, and laid upon che fame Diameter WE’, the hour 
Lines of the Projection will cutthe (ame Index in fuch degrees from 
the Meridisn on either fide, asthe hour Lines on fuch a North or South 


Dial ought to have upon the Plane: As,” 


deg. min. 
28 


9 19: $4 | 
_ The hour : do cutthe Fromthe 
Pte 30 54 Meridian, 


I 

2 

: 3 
Lines of 4 4 Index at a7 ae 
7 5 66 42%. 


etrue hour diftances for a North or’ South Plane 
for which this Projection was 


amy 
‘6 


And thefe areth 
sn this Latitude of 51 degrees 30 mim 


made. 
3. Fora Vertical Declining Dial. 


Suppofe an upright Plane to decline from the South Weftward 24 
decr. 20 min. Such a Plane is defcribed in the third Book of this 
Treatife Chap.7- If you lay your Index to 24degr. 20 min. counted 


From E towards S, and there keep it fixed, the hour Lines of the 
- Projection 


i eS. i 
Me ent 
Pees 


Fe Of the Projedtion of che Spheres 


por: 


Projection will cut the Index in thefe degrees from the Meridian, © 
either fide thereof, at which they are to be drawr upon the Dial 
Plane. | | : 


4. For direét Incliners. - 


~ Let the Inclining Plane be projected upon the Scheme, a Ruler laid — 


tothe Poleof che inclining Plane, and to che feveral Points where 
the hours crofs the Plane, che Ruler will cue che outermoft Cisclein 
the degrees that the hour Lines ougheto have upon fuch an inclining 


‘Plane. 


Thus let che Circle W 4 E, which is the Equinoétial Circle, re- 
prefent a Planeinclining to the Horizon, a Ruler laid co the Pole of 
che World ( which isthe Pole of the Equinoétial Circle ) and the fe- 
veral interfeétions of the hour Circles wich this Circle, fhall cur the 
ourermoft Circle in every fifteenth degree, and fuch diftance oughe 
each hour have from other upon the Plane. | 


*§. For Declining inclining Planes. 


Letra Plane decline from the South Weftward 24 degrees 20 min. | 


andiacline tothe Horizon Northward 36 degrees, fuch a Plane isre- 
pefented in the Diagramof the feventh Chapter of thethird Book of 
this Treatife, by the CircleB MD. Nowa Ruler laid uponthe Pole 
of this Plane, ( which isinthe Line QH, 90 degrees diftant from M ) 


-and the interfetions of she hour Circles with the Plane, fhall cut the 


primitive or horizontal Circle in the degrees of diftance that there- 
fpeétive hour Lines of fuch e declining inclining Plane eughtto have 
upon the Dial Plane. “G3 
> SECT?) ¢, 

Of Projefting of the Sphere upon Oblique Circles. 


N the four firft Se€tions of this Chapter, Mr Gunter hath (hewed 
Dhow to Project the Sphere in Plaae upon the principal Great Circles 


- of the Sphere, viz. Twice upon the Plane of the Meridian, once upon 


the Tropick of , or the Equinoétial, ( parallel thereto ) and laftly 
upon the Horizon. 
To 


Of the Projection of the Spheres 3° 


- Tothefe Projeétions I chink it will not be impertinent C but very. 
beneficial and facisfaGtory to the Reader) to thew how che Sphere may 
be Projeéted in Plano upon any Oblique Circle, as upon any Plane 
whatfoever and howfoever fituare, for all or moft Diall Planes are Ob- 
lique Circles, and are Horizons in fome part of the World or other. 
As for Example; A Dial Plane declining from the South Weftward 
a4 degrees 20 min. and inclining Northward 36 degrees (fach is the 
Dial! Plane in the tenth Chapter of che third Book of this Treatife of | 
Dialling) will in fome place or other bean Horizontal Plane: And by 
projecting of the Circles of che Sphere in their true politions upon 
this Oblique Plane, you fhall not only difcover in what Longitude 
and Latitude this will be an Horizon, but will alfo delineate out unto 
you the places of the Hour-lines proper for this declining inclining 
Plane, in a quite different manner and formthan that which Mr Gan- 
ter hath thewed how to make the Digll in the forementioned tenth 
Chapter of the third Book, by drawing the Plane upon the Horizontal. 
Projeétion for this Latitude. And feeing the difference of che two 
ways of working are fo various, and the variety that will appear in the. 
placing of the Circles of the Sphere in their true pofitions upon fuch 

.an Oblique Plane cannot but be both beneficial and delightful, I fhall 
here infert the manner how the fame may be efteéted, not only upon 
this, but upon any other Oblique Plane whatfoever. 7 
» To proceed then, Letche Circle HX OD, reprefent a Dial Plane 
declining from the South Weltward 24 degrees 20 min, and inclining 
Northward 36 degrees. / | 

1. Draw the Diameter H O, and crofs irae right Angles with the 
Line CF meeting in cheCenterQ. — | 

2. Take the half Tangent of 36 degrees, the Planes inclination, and 
fet it from Q to Z, fo fhall Z be the Zenith of the Place. 

3. Take the half Tangent of §4 degrees, the Complement of the 
Planes inclination, and fet that from Q_to B, fo thall B be the Point 
‘through which the Horizon of the place mutt pafs. 
~ 4, Take the Tangent of 36 degrees the Plains Inclination, and fet tt 
from Q toC. Or take the Secant of 36 degrees, and fet it from 
B to C, fo thall C be the Center of the Horizon H BO. ; 

5. .Takethe Tangent of $4 degrees, the Complement of che Incli- 

nation, and fet it from Qto F. : : 
6 Take 24 degrées 20 min. out of your Line of Chords and fet shat 
‘diftance from H toc, from D to EET Gus Of aye FRM 
| ee 


74 Of the Prejettion of the phen 


9. Draw a Line chrough the Points E and W extending it till ie 
_¢crofs the Line FG laft drawn, at G, fo thall G be the Center of the 
Meridian of the place reprefented by P ZS. 

ro. Lay a Ruler from W co Z and it will cue the Circle in«, from 
which Point a fer 38 degrees 30 min, the Co-latitude to 6, and aRuler 
laid from W to d will sive the Point P in the Meridian for the Pole of 
the World. 

Il. Set go degrees of your Chords frombto f, andfrom frog, A 
Ruler laid from W tof gives © in the Meridian Circle, for the Equi- 
noctial Point, and from W to g gives M for the SouthPole, anda righe 
Line drawn through P Q and M thall be the Axis of the World. 
42. Through the Points W 4 £ draw the Equinoétial Circle, to 
find the Center whereof, | 

13. Divide W E into two equal parts in R, and raife the Perpendi- 
cular R T, drawing it forch till it meet with Q P being extended, here 
reprefented by thetwo Lines RT and QV, whofe meeting fhall be 
the Center of the Equinoétial, which QT extended would be equal 
to the Secant of the height of the Pole above the Plane; Or if from 
_ T you draw a Line through C it will incerfe& QV in the Center of 
she Equino&ial alfo. | 


14. Divide MP intwoequall parts in D, and draw DG at righe 
Angles to P M, and extend D G infinitely, 
15+ Upon P, atthe diftance P D( or any other ) defcribe the Semi- 
“citcle L DN, and layinga Ruler from P to G the Center of the Me. 
Fidian, it will curthe SemicircleL D N in L, -at which Point L begin 
-€0 divide LDN into twelve equal parts, and a Ruler laid fromP 
through each of thofeequal parts thall give the Tangents of 15, 30, 
45, &c. upon the Tangent G D and thall be the Centers of the fe- 
veral Meridians, G being the Center.of twelvea clock, or the Meri- 
dian of the Place. HOA 
__t5. From the Center Qshrough the Points where the feveral Meri- 
dians do cut the Primitive Circle draw right Lines, and thofe Lines 
fhall be the true hour Lines of a South Plane declining Weltward 
a4. degrees 20 min. and inclining Northward 36 degrees in the Latitude 
Of $1 degrees 30 min. ea BTN PES fit 


And 


jetie spheres 
of the Projeltion of the s 
7. A Ruler ih Z to ¢,d, and ¢ will give the Points Wy S ang 


i) : Hc Rr panlielto H O,and extend A brief Synoplis of this Oblique Projec 
ane F arto A ‘all ’ 
4 ; jl " Draw BG pet rt 


and W extending ic till ie HXOD, the declining inclining NE ra or 4 an 
1G bethe Center of the | Plain, | Bec, 36 doc Plaine dvough che Center 
the Circle ing, from Ss Rigtton. ss sa and iS aise 
4 2 ae g. d, = Co- will be the 
ne Oe aay eae Ea ail 
he Poiat P in the Merid’an for the Pole of NC==Tang 36d0:BCaaSe- QV andRT extende 
f ¢ REGr 36 4 =P ainsinclin.and {e&ting, gives the 
Chords from) to f, and from fo ec... a nine Ea rages 
wy Mer ae QF=Tan.544,= Co-Plainsinc, height above the Pla 
ves M for the South Pole, anda tight He—D ae-0 ¢=244,20 m= Divide MP in2 = pa 
eae . ie eke pore Plains Declination, draw D G infinitely 
NEE tom che eieotias Circle, to A Ruler laid from Z toc, d,e, will Upon P,at any diftance 
ide W 1 . . give W, S and E in the Horizon: Semicircle L D N, 
Divide W E into two equal parts in R, and raife the Perpendi- | GE-Lw Qk or || toHO. from P to G, it wil 
T, drawing it ill it meet with QP being extended, here EWentended, gives Gthe Center _ in L, at L begin to 
ae ove sion QV, whofe meeting thal be of the Meridian. into 12== parts. 
ter of the Equinoétial, wh extended would be equal REISE laid fram W to Z. gives a. from P to thoft=p 
tcant of the beight of the Pole above the Plane: Or if from ab=Chord 38 d.30 m. —=Co-Lat. the Tangents of 15 
eee ain Cit will interfea& QV in the Center of | Wh gives P for the Pole of the}world upon G D,and bet 
, 14. D vide MP intw a . ; | bf==fg= Chord 90 deg. the Meridians, G be 
Angles toPM and IDG parts in D, and draw DG at right | A Ruler laid from W tof gives & terof 13. 

; » Upon P, atthe dif Pamitely ' the Equinoét. W pe, givesMthe Linesdrawn from Q 
ech ibN, ia roe wat ay other ) defcribe the Semi- South Pole, and P QM is the interfeétions of th 
ridian, it will emnthe Senicick: Sa PG the Center of the Me Axis of the World. with the Primitive 
to divide LDN into aia ! NinL, at which Point L begin Through W & E; draw che Equi- prefenting the declin 
through each of tho » and @Ruler laid fromP noétial Circle, Plain ) thall be the 
45) Oe. upon the | give the Tangents of 1g, 30, | 
fall be the Centers of the fe- 
veral Meridiang, ~ € the Cenrers o} e nd 
dian of the Place, Oo twelve clock, or the Meri- ——<— 


‘5. From the Center th : . Place this Synop/fs againft Page 74 of the Sector, fo thar ic, ¢ 
dians do cur the Prime Toughtbe Points where the feveral Meri- P ‘ 


; ; the Scheme;may lie oye when the Book is thu: 
fhall be the true hoy Li Citcle draw right Lines, and thofe Lines ° yore : 
94 degrees 20 my, andi (Dts Of & South Plane declining Weltward 
36 agrees in the Latitude 


And 


, ; Oclini 
OF 58 depress 30 mip, 8 Northirarg 


Of the ProjeFion of she Spheti = 9 
_ And from this Scheme may further be found thar, es 


| deg} mle 
y, The Elevationof che Meridian H A is 69 54 
2. The difference of Meridians Q P & is 14 ul 
g. The heightof cheScileP Ais 17 26 
4. The diftance of the Subftile and MeridianAXis 4 30 


Note, In like manner wlghe be inferted in this Projeltion, the Tropicks 
and other Parallels of the Sans place or Declination; The Azfo 
~ mssths, Alusicanthar's, the Ecliptichy and other (either fall op 
great ) Ciwcles; as t inflanced inthe Scheme by the Tropich of 
Cancer, which s thereon defcribed ; bat of this Oblique Projection 

I bave {aid enough in the place, FE3 


ta 0) Me oe ae 


Ls CHAP; 


- Angles, and three fides, any 


AB 
BD 
AGF Reétangled inG, All |ECD 53 7 48 | AD 28 
BE 
ED 


‘ C HAP. IV. zh 
Of the Refolution of right-lined Trianglese 


N all Triangles there be- 


7 Ang. Gr. M. §. Line Parts. 
ing. x parts, > viz. three... | eee 


E 
three. of them being given, |G. . 
the reft may be foundbythe | 4 16 15 36.| FG. 28 
Sectors BS Y WS : D " 
_ As may appear by the |8 21 5 | 
Prop. following, wherein |B 143. 7-48 | BBR 35 
for our practife we.may |4PG 73 44 12 | AG 96 
nfe thefe Triangles CEA, | 4CE 72 44 12 | AE 72 
CEB, CED, all which |4EB 20 36 36 
are ReGangled in E. And |BCE 53 7 48 


the reft confilt of Oblique | BCD 106 rs 36 
Angles. }ACD 126 52 12 


In a Rettangled Triangle. Pik 
To a) jind the Bafe, both fides being given. ae 5 


_ Let the Sector be opened in the Line of Linesto.a ri 
‘before was fhewed C2p.2. Prop.7. ) then take out the fi 
angle, and lay them, one on one Line | 
whey meet inthe Center, 


ghe Angle (as: 
des of the Tri- — 
s the other on the other Line, fo as. 

and mark how far they extend. For the Line. 


taken, A 


¥ 


Of the Refolurion of right-lined Triangles. oF 


taken from the terms of their extention, fhall be the Bafe required, 
wiz the fide oppolite.tothe right Angle. A Se 
radd the {quares of the two fides Casin Prep. 4+ | 6 
Superfic. ) and the (ide of the compound Square fhall * Note that I cal 
bethe*Bafe. © : ee ie ‘ ve Longefi fide of 
As if the Lines A’'E, C B, fhould be che fides about Balt ee ser 
the right Angle, and it were required to find the Bafe 


fabrending the right Angle. 


Firft, fet the Line of Lines to a right Angle by. applying the whole 


Line of ro from 6 in the one Line,to 8 in the other. Then ifthe grea- 


ter of the two Lines given be lefs than the Line of Lines, [rake the 
reater of them A E, and transfer it with the Compafles into one of 


the Lines of Lines,and find, that, in my Seétor ( which is 14 Incheslong, » 


and fo,.the Line of Lines, almoft 7 Inches) it reacheth from the Center 
(0 518... . | . 


Again, Itake the leffer Line C E,and transfer it into the other Line 


ot Lines, and find, thatitreachech fromthe Center unto154, where- 


fore Ltakethe diftance from 151 unto 518; and fuch is. the length of.. 


the Bafe A C required. at 
If either of the Lines given be too large for the. Seffers then I may 


meafure them by Feetor Inches,.as fappofe I find the length of AE 
to be'about 720, and of CE 210. Then inthe Lineof Lines ( being 
fet, one Perpendicular to the other, as before ) I extend the Compatfles 
from 210 unto 720;and meafuring chis extent in che Line of Lines, find 


itto be 750 parts, where 


fore I prick down 750 parts inthe Line AC,, 


i 


@. 


from the fame Scale by which I meafured A E, and C E. So, this Line | 


AC fhall betheBafe required 
In working by the Line of Superficies, I need no opening of the 


Seftor. For, raking the Line CE with my Corapaffes, and meafuring | 


icin the Line of Saperficies upon my Seftor, 1 find it near 13 parts. 
Then taking the Line AE, I finditrtobeabout 269. Thefe wo be- 


ing added cogether make 292 sand this extent is the length of the. 


Bafe AC required. . | : , 
2,70 find the Bale, by having the Angles, and one of the fides givens. 


Take the fide given,and tutn it into the parallel Sine of his oppofite: 


Angle; forthe parallel Radius fhall be the Bafe. 


As ifthe Line A E were the fide of a Reétangle Triangle- 
Na oppolite- 


3 


“9 Of the Refolution of vight-bned Triangless 
oppofice to an Angle of 73 gr. 4§, and it were required to find the 
Bafes | 

Firft, I take che fide A E wich my Compafies, and fet it over in the 
Sines of 73 pr. 45. So, the Parallel Radius taken from between 90 and 
90, will give the Bafe A Crequired. : 
If the fide given be fuch as cannot well be fitted over in the Sines of 
2 his oppofite Angle, I may meafure it by feet or inches, and fuppofe I 
™ “find the length of AE to be 72@, then would I take 720 parts out of 
the Line of Lines,and make it a Parallel Sine of 73 gr. 45. So, the Pa- 
rallel Radius taken from between go and go, and meafured inthe Line 
of Lines will be found to be about 750 parts: Wherefore, T prick 
down 750 inthe Line AC, by the fame Scale, whereby I meafured 
AE: and this Line AC fhall be the Bafe required. 


3. Tofnd a fide by having she Bafe and the other fede giver, 


i Let the Sector be opened in the Lines of Lines toa right Angle, and 
5 ae the fide given laid on one of thofe Lines from the Center : shen take 
| the Bafe witha pair of Compafies, and fetting one foot in the term of 
the given fide, eurnthe other tothe other Line of she Sector, and ie 
thall chere fhew the fide required. | 
_ Or take the Square of the fide out of the Square of the bafe ( asin 
Prop. 4. Superfic. ) and the fide of the remaining Square (hall be the 
fide required. Bis i 
Thus having A C for the Bafe, and CE, for the fide of a Reétangle 
Triangle , the other fide will be found tobe A E, 
‘Gr, if A C, being meafured, be750, and CE, 210, the other fide 
A & willbe found to be 730. 4 oH : 


Tofind a fide having the Bafc, and the Angles given. 


m _ . Take the Bafe given, and make it #Parallel Radius, fo the parallel 
Sines of the Angles, thall be the oppofite fides required. 0 

Thusin the Re&angle AE C, if AC be madea Parallel Radius,the 
Parallel Sine of 73 gr. 45, will give the ide A, E; and the Parallel 
Sine of 16 gr..¥'. will give the other fide E, 


5 Zo 


~ 


Of the Refution of righi-lined Trisnghs) ag. 


s. Tofind a fide by having the otber fide andthe Angles givens 


Take the fide given, and turn it into his Parallel Sine of his oppofice 
Angles; fothe Parallel Sine of the Complement fhall be the fidere« 
quired. | | 

Thus in the Re&angle D EC, if CE be made a Parallel Sine of 
§3.er- 9m. the parallel Sine of 36 gr. 52 . will give the fide E D. and 
the Parallel Sine of 90 gr. willgive the Bafe C D. | 


6. To findthe Angles by having the Bafe and one of the fides given, 


Firft, take out the Bafe given, and laying it on both-fides of che 
Seétor, foasthey may meetinthe Center, and mark how far it ex- 
cendeth. Then take outthe lateral Radius, and to it open the Sedtor 
in cerms of the Bafe, This done, take out the fide given, place 
it alfoon the fame Lines of the Sector fromthe Center. For the Pa- 
rallel taken in che tecms of this fide, fhall be she Sine of his oppofice 
Angle. . 

" Ortake the bafe given,and make it a Parallel Radius; thentake the 
fide given, and carry it parallel tothe Bafe, till it ftay in like Sines : fo. 
they thall give the quantity of the oppofice Angle. | 

Thus inthe Reétangle A E C,having the Bafe A C,and the fide A E, 
you may find the Angle CA E,to be 16 ¢r. 15 m. 


7. Tofind the Angles by having both the fides given, 


Take out the greater fide,and lay it on both fides of the Sefer, fo. 
as they meet inthe Center, and mark how far it extendeth. Thentake 
the other fide, and to it open the Sector in che terms of the greater. 
fide; fo the Parallel Radius thall bethe Tangent of che lefler Angle.. 
The third Angleis always known bythe Complement;, . 

Thus inthe Re&tangle D EC, having the fidesC E, and ED, you 
_ may find the leffer Angle ECD tobe 36 gr. 52. and thereforethe 
other AngleEDCrobe 53.4.8 m, 


8, The eats being given, to find the Tangent and Secant of any 


9, The 


. 


"35 Of the Relolation of right-lined Triahgles: 


a 


he > a 


9. The Tangent of any Ark being given, to find the Secant thereof, and 
the Radius. A je ep eed Cae 
10, The Secant of any Ark being given, to find the Tangent thereof, 
and the Radius. — 


The Tangent, and the Secant, together with the Radius of every 
Ark, domskearight Angle Triangle; whofe fides are the Radius and 


Tangent, and the Bafe always the Secant; and the Angles always 


known by reafon of the given Arks, Asinthe Rectangle AEC, ifon 
the Center A, and Semidiameter AE, you defcribe aCircle, then 
make-A-E, tobe the Radius, and EC, aTangent of 16.15 and A Ca 


Secant of 16 gr. 15 2. 


If you defcribea Circleon the Center-C, aad Semidiameter C E, 
then is C Ethe Radiusand E A, a Tangent of 73 gr.45-m. andC Aa 


Secant of 73.45. 


Wherefore the Solution isthe fame with thofe before. 


In any right-lined Triangle whatfoever, , 
11. To find afide by knowing the other twe fides, and the Angle con 
tained by them. \e 


Let the Seé&or be opened in the Lines of Lines tothe Angle given 
4s | fhewed before, Cap. 2. Prop. 7. Then take ouc the fides of the Tri- 
angle, and laying them the one on the one Line,the other onthe other, 
fo asthey meet inthe Center,. mark how far they extend. For the 
Line taken between che termsof their Extenfion, {hall be he third fide 
required. | | | 

Asif AC and A D were two fides of aright lined Triangle con- 
taining an Angleof 16 gr. 16 m. and it were required, to find the third 
fide fubtendingthis Angle. | 

Firft, fer the Linestoan Angleof 16. 16m. by applying the Sine 
of 8 gr. 8m. over in the Points of 50 and 50, inthe Line of Lines. 
That done, Itakethe longer Line AD, and transfer it with my Asad 
pafles into one of the Lines of Lines, and find ittoreach fromthe Cen 
ter (0 720, ee 4 p> fades a helbee 
Again, I take the leffer Line A C,and transfer it into the other Line 
of Lines, where ie reacheth fromthe Center.to 540, whereforeltake 
the diftance from 540to 720, and fych is thé length of she third fide 
C D required: | iy" s 

AO Or 


‘ten oa 


Of the Refolution of right-lined Triangles; = 3 
Or (if the Lines be given in meafure.}) A D 100, and AC 75, Tex" 
tend the Compafles from 100075, and meafuring chis extenc inthe 
Line of Lines, findtobe 35. Whereupon I take 35 parts oucof the 


Scale, by which AC, and AD were meafured, and prick them 
down inthe LineC D. So, this Line C D fhall be the third fide 


required. 


12.70 find a fide by having the other two fides, and one of the adjacent An- 
gles, (0 it be known which of the other Angles is Acute or Oblique. 


Let the Sector be opened in the Line of Lines to the Angle given, and 
the adjacent fide laid on one of thofe Lines from the Center ; then take 
the other fide witha pair of Compafles, and fetting one foot in the term 
of the former given Blech the other co the other Line of the Seétor 
which here reprefenteth the fide required, and it fhall crofs it in two 

laces; butwith whichof chem isthe term of the fiderequired, muft 
be judged by the Angie. , 

Asif in the Triangle following, the fide A C being given, andthe 
fideC D and the AngleC A D 16 gr.16 m. it wererequired to find the 
fide A D. 

Firft, I open the Se€tor in the Line of Lines to an Angle of 16 gr, 
16 m. and laying the adjacent fide from the Center A, find where ig 
extendeth in C. ThenI take the other fide C D with the Compaf- 
fes, and fetting one foot in C, and turning the other tothe other Line 
of the Seétor, I find that ie doth crofs it both in Band D. | 

Or, (if the Lines be giveninmeafure ) A C75, and C D 355 I may 
take 35 out of the Line of Lines, and fetting one toot in 75, I thall find 
the other foot cocrofs the other Line of the Seétor, both at 44 ( an- 
fwerable to AB )and at 100(anfwerableto A D.) 

_So that it is uncertain whether the fide required be A Bor A D, on- 
ly it may be judged by the Angle. For if the inward Angle where 
they crofs be Obtufe, che fide required is the leffer ; if ic be Acutey ie 


___ isthe greater. 7 | 
13. Tofind a fide by having the Angles, awd one of the other fides given 


Take the fide given,and turn ie into the Parallel Sine of his oppo- 
 fite Angle; {o the Parallel Sines of the other Angle fhall be the op- 


ofire fides required. 
4 : M 4 As 


S2 Of ihe Refolution of right-lined Triangles, 
Asif in the Triangle ABC, having tie fide A D, and knowing 
the Angle C A Bio be 16 gr. 16 m. andche Angle A BCtobe 143 
deg. mm, it were required to find tie ocuertwo fides, AC,and BC. . 

The three Angles of a righe-lined Triangle, are always equal to 
180 gr. wherefore Tadd 16 gr. 16m. unto 143 gr. 8m. and by the 
remainder to 180 gr.find the third Angle A C B oppofite to the known 
fide A B, tobe 20 gr. 36 m. ThenI take che fide A B, and make ita 
Parallel Sine of 20 gr. 36m, 

So, his Parallel Sine or 16 degr. 16 m. will be the the fide BC 3 and 
the Parallel Sine of 143 degr. 8 m. willbe the fide A Ce 

Or if meafuring the lide A B,I find itto be 44; I may take 44 parts, 
either out of the Line of Lines, or ot of any other Scale of equal 
parts, and make it a Parallel Sine of 20 gr. 36 m, So bis Parallel Sine of 
16 gr, 16 m, meafured in the fame Scale, will give 35 for the length of 
the fide BC: and the Parallel Sine of $6 gr.52 m. will give 755 for the 
length of che other fide A C. : 

When the Angle comes to be above 90 gr, the Sine of 8ogr. doth 
ftand for aSine of 100 gr. and the Sine of 7ogr. for a Sine of ILO gr, 
and fothe reft; for chofe, which are their Complements to 180.gr. 


14. To find the proportion of the fides by having the three Angles. 


Take the lateralSines of the Angles, and meafure them inthe Line 


of Lines. For the numbers belonging tothofe Lines do give the pro- 
portion of the fides. 

- Thas; in the two equi-angle Triangles AE C,A G F, if you takethe: 
Jateral Sine of gor. for the right Angle at EandG, and meafureit 
inthe Line of Lines,you fhall find-it to be roo, Then take the lateral 
Sine of 16 gr,16 m. for the common Angle at A, you fhall:finditto: 
be 28. Take the lateral Sine of 73 gr. 44 m. For the third Angle.at C 
and F, you fhall find ittobe 96. Such therefore is the proportion of 
she fides. eH 
As 100: 96,28:: Soare75: 72. 21. 


15. To fisd.an Angle, by knowing the Three fides. 
Let the two containing fides be laid on the Lines of the Sefor, from 


the Center, one on one Vine, and the other on ehe other; and let the 


third fide, which is oppofite cothe Angle required, be ficced. over.in 


their terms, fo fhall the Seétyr be opened in thofe Lines to the quantity. | 


of che Angle required.. The 


es ee ee ee 


- 
* 


| Of the Refolution of right-lined Triangdes. 83 

The quantity of this Angle is found as in Cap.2. Prop 8, Thus having 
the three fides of the Triansle ACD, tofind the Angle at A, Itake 
the two containing fides A D,AC, and transfer them with my Com- 
paffes into the Line of Lines: where I find the one to reach from the 
Center, 072; theother,to 54. | 

Then I take C D, (the lide oppolice tothe Angle at A) and fet that 
over between 72 and 54, 

Or if the three fides be given in meafure A D 103; AC 75;CD35: 
I might take 35 for the fide C D ont of roe Line.of Lines, and fer thae 
over from 100 to 75. This done I take the diftance between goand 56 ° 
and meafuring it in the Line of Sines I find ittobe about 8 gr. 8m. the 
double whereof is 16 gr. 16 the Angle required. 


16. To find an Angle, by having two fides, and one adjacent Angle. 


Firft take out the fide oppofite to the Angle given, and laying it on 
both fides of the Sector, fo as they meee in the Center, mark how far 
itexcendeth ; then take out the lateral Sine of che Augle, and to it 
} open the Seétor in che cerms of the firft fide: this done take out the 
| other fide given, and place it alfo onthe fame Lines of che SeStor frons 
_ the Center, for the Parallels taken in-che terms of this fide; thall be 
_ the Sine of she Angle oppofite co the fecond fide. 

Or take out the fide oppofite to the Angle given, and make it a Pac 
ralleMineof that Angle: then cake the other fide given and carry it 
Parallel to che former, till it ftay inlike Sines: fo they fhall give the 
| quantity of the Angle oppofite to the fecond fide, 

_ Thus in the Triangle A C D, knowing two fides A C, CD, with the 
Angle C A D oppofice to the fide C D,you may find the Angle A DC 
| Oppofite to the other known fide A €, co be about 36 gr. 52 m. 


17. Ti 4 find an Angle by having two fides, and the Angle contained by 


them. 


Firft find the third fideby the 1 Prop, and then the Angles iflay be 


found by the 15 or 16 Prop. 
__ For obfervation of Angles, the Seftor may have fights fet onthe 


| movable foot: fo that by looking through them, the edges of the Sector 
‘may be applied to the fides of the Angle. 


M 2 For 


84 Of the Refolution of right- lined Triangles. 

For meafuring of the fide of leffer Triangles, ~ Linke ‘ 
any Scale may fuffice, either of feer, orinches, or | - 
leffer parts. But for greater Triingles, efpecially © 
for plotring of grounds, I hold ie fit coule achain 
of four Perches in length, each Perch divided in- 
to 25, and the whole Chain an hundred Links, 
wherein, ifche whole Chain be (according to 16 7 
foot in a Perch ) 66 foor, (that is 792 inches ) 
each feveral Link will be feven inches and 73 <=. 

If (according to 18 in the Perch) the whole 
Chain be 72 feerinlengrh (thatis, 864 inches ) 
- when each feveral Link will be eight inches 
and $o5 

‘For fo the length being multiplied into the 
breadch, the five laft Figures give che content in 
Roods and Perches by this Table; the other Fi- 
curestowards the lefthand do fhew the number 
of Acres directly. . 

As in a long Square, where the length is 24 
Chains 4 che breadth 13 Chains the ufual way 
is, to refolve the Chains into Perches: So the 
length is 97 Perches, and the breadth 54 Perches. 
Thefe multiplied one into the other make 5238 
fquare Perches, and thofe ( divided by 160 ) give 
32 Acres, 2 Roods, and 38 Perches for the content 
required. 

Bur, reckoning by Chains and Links, the length 
is 24 Chains 25 Links, the breadth 13 Chains 50 
Links. Thefe multiplied one into the other make 


CHAP: 


| oe 
GHAP. V. 
Of the Refolution of Spherical Triangles 


NOr our practife in Spherical Triangles, let A be the Equino Rial 

Point, A B an Ark of the Ecliptick, reprefenting the Longitude 

of the Sun inthe beginning of ¥,B Can Ark of the Suns Declination 

fromthe Equator, and A Can Arkof the Equator reprefenting, the. 
right Afcention. | , 


Let B D be an Ark of the Horizon, reprefenting the Amplitude of 
che Suns rifing fromthe Eaft, and B Ean Ark of the Horizon for his 
fetting from che Weft: foDC fhall be the difference of Afcenfion, 
and € Ethe difference of Defcenfion; AD the Oblique Afcenfion,. 
and A Ethe Oblique Defcenfion of the fame place of the Sun in our 
Latitude at Oxford of $1 gr. 45 m. whofe Complement 38 ¢r. 15 me. 
isthe Angle at E andD. The Triangles A CB, DCB, ECB, are: 
Redtangled inC : theother ADB, AEB, confift every way of Ob- 
lique Angles, 

Or, to it an Example nearer to the Latitude of London, Let Z. PS res 
prefent the Zenith, Pole, and Sun, ZP being 38¢r, 30 m. the Comple-. 

. Men: 


is: ; 
i = bes as ; 


86 Off the Refolution of Spherical Triangles. 


ment of the Latitude, PS 70 gr. the Complement of the Declination, 
and Z§ 40 gr. the Complement of the Suns Altitude. The Angle ae 
Z fhall thew the Azimuth, and the Angle a¢ P, the Hour of the Day 
from the Meridian. Then if from Z to PS we let down a Perpendicular 
ZR, we thall reduce the Ooslique Triangle into rwo Reétangle Tri-- 
anglesZ RP, ZRS. Orif fromSto Z P we fet down a Perpendicu- 


lar S M,we fhall reduce the fame Z PS into two other Triangles, § M 7 
SMP, Reétangled at M: whatfoever is {aid of any of thefe Triangles. 
the fame holdeth for all other Triangles in the like cafes. ‘ 
For the Refolution of each of thefe, there be feveral ways. Yonly 
chufe thofe which are ficteft for the Seéter, wherein ifthat be remem- 


bred which before is fhewed in the general ufe of the Seay concernin 


Lateral and Parallel entrance, it may fuflice only to fee down the Pro. 


polition of the three parts given, to the fourth tequired, and f 
firft by the Sines alone. x : 0 fhew 


~- 


fy 


Of the Refolution of Spherical Triang les, $7 
Ina Refkangled Triangle. 


I. Tofind a fide, byknowing the Bafe, and the Angle oppofite to the re~ 
quired fide. 


Asthe Radius 
isto the Sine of the Bafe: 

So the Sine of the oppofire Angle 
to the Sine of the fide required. 


* Asin the Rectangle A C B,having the Bafe A B, “ln ReéfangledTvi- 
the place of the Sun 30 gr. from the Equinoétial 4”g/es.the fide oppo~ 
Poinr,and the Angle B. A C of 23 gr. 3.0 m the grea- ab tee Be 
teft Declination, if it were required to find the fide "°°" "7" 04 
B C the Declination of the Sun. 

Take either che lateral Sine of 20 gr. 30m. and make it a Parallel 
Radius; fo the Parallel Sine of 30 gr. raken and meafured inthe fide 
of the Sector, fhall give che fide required 11 gr.30m. Ortakethe 
Sine of 3ogr. and make it a Parallel Radius ; fo the Parallel Sine of 
23 gr. 30m, taken and meafured in the lateral Sines, fhall be r1 gr. 
3.0 m, as before. | ; 

So inthe Triangle Z P S, having Z.P 38 gr. 30 m, and the Angle P 
3° gr. 34m. given, we fhall find the Perpendicular Z Rto be 19 Ors. 
ib ms. or having P'S 70 gr. and the-faid Angle P 31.gr..34 a, given, we 
may find the Perpendicular SM to be 29,gr. 28 m. 


a Tofind the fide by knowing the Bafe andthe other fide. 


Asthe Sine of the Complement of che fide given 
istothe Radius: : 

So is the Sine of the Complement of the Bafe 
co-the-Sineof the Complement of the fide required. 


So inthe Reé&angle AC B; having A B ZO gre. and B Ee rl gr, 30 m3. 
given, the fide A C willbe found 27 gr.54 m, ike 

Or inthe Re&tangleZ R P, having Z P 38 gr. 30m, andZR298r0 
3m. given, the fide R P will be found 347.7. 


3.7 


38 | Of the Refolution ‘of Spherical Triangles, 


3. To find A fide, by knowing the two Oblique Anglet, 


_ Asthe Sine of either Angle 


co che Sine of che Complement of the other Angle. 
So is the Radius 
to the sine of the Complement of the fide oppolite to the fecond 
Angie. ‘ 


So inthe Re&tangle A C B having C AB for the firft Angle 23 ry 
30m. and AC B, for the fecond 69 gr. 220m. the fide A C willbe 
found 27.g7.54 m. Or making ABC che firft Angle, and CABthe 


fecond, the fide B C willbe found 13 gr. 30 wm. : 


4. Tofiad the Bafe, by knowing both the fides. 


‘As the Radius : 
to the Sine of the Complement of the one fide : 
‘So the Sine of the Complement of the other fide, 
“to the Sine of che Complement of che Bafe required, 


‘So inthe Re&tangle A C Bhaving AC 2797. 54m. and BC x1 or: 
30m. the Bafe A B will be found 30 gr. et jae II gr: 


‘§$; To find the Bafe by knowing the one fide, and the Anghe oppofite to that 


fide. | 


As the Sine of the Angle given, — 
tothe Sine of the fide given: 

So is the Radius hah 
co the Sine of the Bafe required. 


Sointhe Retangle B C D, knowing the Latitude and the Declinati 
on, we may find the Amplitude 5 as having BC the fide oF ihe Dealt 
nation 11 gr.307m. and B DC the Angle of the Complement of the 
Laticude 38 gr. 15 ~. the Bafe B D, which is the Amplitude, willbe 


found to be 18 gr. 47 m. 


Ge Zo 


oe Fy eee er PO SN REN eM eel oy PU Seu rh ey WOR Ce ee ae SR leg Tc Sa Ren ye i See a a Rn i ore nd Me ee Arty 
; he > 6 gas Pry : 4 \ 3 : 
aa : ’ Sg 
\ ‘ 4 ¢ pe yp 
| . > ” 
} . 
| 
| K 


| 
| 
| 


| 


ae pofition; fo shat if she one will not hold, ee other may. 


Of the Refolution ‘of Spherical Triangles; «8g 
6. To find an Angle}, by the other Oblique Angle, and the fade oppofire tothe 
ingsired Angle. ey 
Asthe Radius, 


tothe Sine of the Complement of the fide: 
So the Sine of the Angle given, Fate a 
to the Sine of the Complement of the Angle required. «© 


So inthe Reétangle AC B, having the Angle BAC 23 gr2 30m, 


and the fide A C 27 gr. $4. the Angle ABC willbe found 69 gr. 


25 MA 


Pal 


7. To find an Angle, by the other Oblique Angle, and the fide oppofite tothe 
Angle given. , 


As the Sineof the Complement of the fide 

co the Sine of the Complement of the Angle giver : 
Soisthe Radius, ™ 

-cothe Sine of che Angle required. - 


So in the Reétangle A C B, having B A C 23 gr.30 mw.and BC ir gr. 


ve 30 m.the Angle A B C willbe found 69 gr. 21 m, 


8. To find an Angle, by the Bafe, and the fide oppofite to the inquired 
Angle. | 


As the Sine of the Bafe 
is co the Radius : 

So the Sine of the fide 
cothe Sine of the Angle required. 


So in the Regtangle BC D, having B. D18 gr. 47m. and BC 11 gr. 
30m. che Angle B DC will be found 38 gr. 15 m. . | | 
Thefe eight Propofitions have been wrought by the Sines alone ; 
thofe which follow require joynt help of the Tangent. 
And forafmuch asthe Tangent could noe well be extended beyond 


63 pr. 30m. I thall fec dowa two ways for che refolution of each Pro- 


9.79 


eae ee ee 


-—_ 


96 Of the Refolution of Spherical Triangles: 


' 9. To find a fide, by having the other file, and the Aagle oppofite to the 
ingnired fidi« . ca dhioed 


1. As the Radius 
tothe Sine of chefidegiven: | . 

So the Tangent of che Angle, . 
co the Tangent of the lide requited. in 


2. Asthe Sineof the fide given, 
sco the Radius: 
Sothe Tangent of the Complement of the Angle 
co the Tangent of che Complement of the fide requir¢d. 


So inthe Rectangle A C B, having the fide AC 27 gr. $4.m.and the 
Angle B A C 23 gr. 30 m. the fide BC will be found to be tf gr.30 m. 


10. To find a fide, Ly having the other fide, and the Angle next the ingui= 
ved fide. | 


As the Tangentof the Angle, 

to the Tangentof the fide given =. 
So isthe Radius 

to the Sine of the fide required. 


a. As the Tangent of the Complement of the fide, - 
to the Tangent of the Complement of the Angles 
So 1s the Radius = 
to the Sine of the fide required. 


~ Fhis and the like, where che Tangent ftandeth in the fart place, are 
beft wroughs by Parallel entrance. And fo in the Rectangle B C D 
having BC the fide of Declination Il'gr. 30m, and BDC the Angle 
of the Complement of the. Latitude 38 £r> 1§ m. the lide D Cy which 
is the Afcentfional difference, will be found 14 gr. Sm. 

By the Afcenfional difference is g'ven the time of che Sans rifing 
andfetting, and length of the day : ailowing an hour for each 15 gr, 
and four minutes of time for each feveral'degree. As in gr 


the difference betweenthe Sans Afceafion in aright Sphere, which is 


always. 


the exam We; : 


~ ge 
yo 


Of the Refolution of Spherical Triangles: 9% 
always at fix of theclock, and his Afcenfion in our Latitude being 
14gr. 57 m. it fheweth that che Sun rifech very near an hour before 
fix, becaufe of the Northern Declination; or after fix, if the Sun be 
declining to the Southward, | 


1x. To find a fide by knowing the Bafe, and the Angle adjacewt wext tothe 
ingnired fide. loa 7 


1, Asthe Radius, — | 

To che Sine of che Complement of the Angle: 
So the Tangent of the Bafe, 

co the Tangent of the fide required, . 


2. AstheSineof the Complement of the Angle, 
is cothe Radius: 
Soisthe Tangentof the Complement of the Bafe, 
so the Tangent of the Complementof the fide required. 


So inshe Re&tangle A C B, knowing the place of the San fromthe 
next Equinoftial Point, and the Angle of his greaceft Declination, we 
may find his right Afcenfion : viz. the Bafe A B 30 gr. and the Angle 


BAC 23 gr. 30 m.being given, the right Afcenfion A C willbefound ~ 


(27 gre 54 me 
2, To findthe Bafe byknowing the Oblique Angler. 


As the Tangent of theone Angle, 
tothe Tangent of the Complement of the osher Angle : 


So is the Radius, 
ro the Sine of the Complement of the Bafe. 


Soin the RectangleA CB, having BAC 23 gr. 30m. and ABC 
6ggr. 21m. the Bale A Bwill be fonnd 30 gr. 


13. To find the Bafeyby one of the fides, and the Angle adjacent next that fdee 


r. As the Radius, 
istothe Sine of che Complement of the Angle: 
* 


N 2 So 


92 Of the Refolution of Spherical Triangles. 
- » So the Tangent of the Complement of thefides) = © 
+» tothe Tangent of the Complement of the Bafe. 


2. As the Sine of che Complement of the Angle,. » 
isto the Radius: : 
“ So the Tangent of che fidegiven,. 
co the Tangentof the Bafe required. 


So in the Reftangle AC B, having AC 27 gr. 54. and BAC: 
a3 gr. 30 m. the Bafe A-B willbe found 30 gr: om, 


14. To find an Angle, by knowing both the fides. 


“ t. Asthe Radius, 

7 is to the Sine of the fide next the inquired Angle: 

oO Sothe Tangent of the Complement of the oppolite fide, 
coche Tangent of the Complement of the Angle: required.. 


rong 2, As the Sine of the fide next the inquired Ang'e,. 
isto the Radius: , 
Sothe Tangent of the oppofite fide, 
tothe Tangent of the Angle required.. 
Soin the Retangle A C B,having A C 27 ¢r. 54 m. and BC t1gr, 
com 30 m. the Angle at A will be found 23.¢r. 30m. and the Angle at B. 
by Gegr. 21m. 


¥5. Jo igs the Angle, by the Bafe, and the fide.adjacent tothe required: 
agle. 


i: t, Astbe Tangent of the Complement of the fide,. 

Bee" to the Tangent of che Complement of the Bafe: 

‘ $oiscthe Radivs, - 3 
co the Sine of the Complementof the Angle required, a 


, As the Tangent of the Bafe, 
ro the Tangent of the fide: 


, So ts the Radius, 
a | co che fignat the Complement of she Anele required. 
re ° : 


Of the Refolution. of Spherical Triangls, = § = 93. 
Soin the Regtangle BCD, having tke Bafe BD 16 gr. 47 m. and 
the fide BC 11-gr.30 m..the Angle D.BC between them will be found 
53 gre l§ wm. } ne | 
46. To find an Angle, by knowing the other Oblique Angleyand the bafe. 


1, As the Radius, | 
tothe Sine of the Complement of the Bafe s 
Sothe Tangent of the Angle given, 
To the Tangent of the Complement of the Angle required.. 


i As the Sine of the Complement of: the Bafe,. 
~ istothe Radius: 


So the Tangent of the Complement of the Angle given. me 
co the Tangent of the Angle required. ae 
So inthe Reétangle ACB, having the Angle at A 23 gr. 30m. and — 
- the Bafe A B 30gr. the Angle A B Cwill be found 69 gr. 12 m. 
-Thefe fixteen Cafés areallthat: can fall oucina Rectangle Triangles: 
thofe which follow do hold | 
In any Spherical Triangle what{oever. bdo 
17. Tofind a fide, oppofite toan eAngle given, by knowing one fide, andi 
swe Angles, mbereof one % oppofite tothe given fide, the other to the: 
fide required. - 
Asthe Sine-of the Angle oppofireto the fide given, | Re 
is co the Sine of the fide given: | 
So the Sine of the Angle oppofite to the fide required). ae 
tothe Sine of che fide required.. er “ 
So in the Triangle A BE, having the place of the Sun, the Latitude;, ‘i 
and the preateft Declination, we may find the Amplitude. Ashaving. sai 
AB30gr. BAE 23-gr. 30m. and AB E 38 gr. 15m, the fide BE % 
which is the Amplitude, will be found 18 gr.47 m, pe 
~ ab.Te 4 (one “fk 


es 


Pcs 


"94 | ‘Of the Refolution of ‘Spherical Triangles. | 


18. To find an Angle oppofite to a fide given, by having one Angle ana 
two fides, the one oppofite to the given Angle, the other to the An- 
gle required. | ‘ ; 

As the Sine of the fide oppofite to the Angle given, 

is tothe Sine of that Angie given: 
So che Sine of the fide oppofiteto the Angle required, 
to the Sineof the Angle required. 


 Sointhe Trangle Z P'S, having the Azimuth, and Latitude,and De- 
-clination, we may find che hourof the day, As having P ZS 130 gr. 
gim.PS Jogr. and ZS 40 gr.the Angle Z P S,which fheweth the hour 
from the Meridian, fhall be found 31 ¢r. 34m, » i 


19. Tofind an Angleby knowing the three odes. 


This Propofition is moftufeful, bue moft difficule of all others: as 
in Arithmetick, fo by the Seéfor, yer may it be performed feveral 
1. According to Regiomontanus and others, 

As the Sine of the leffer fide, next the Angle required, 


to che difference of the verfed Sines of the Bale, and difference of — 


So is the Radius, (the fides: 
to a fourth proportional, Any 


Thenasthe Sine of the greater fide nextthe Angle required, 
is co chat fourth proportional : | - 
So isthe Radius, | 
_ tothe verfed Sine of the Angle required. 


Soin the Triangle Z P'S,having the fide PS,:the ent 0: 
the Declination 70 gr. om. ‘the fide ZP the ialeicciontuane La 
cittide 38 gr. 30m. andthe Bale ZS, che Complement of che Altieude 
4ogr. the Angle of the hour of the day:Z PS willbe found 31 ¢r 
34 m. which is 2 4. 6 m. from the Meridian. 3 

For the Bafe being 40 gr.e m, and che difference of the fides 38 gr. 
30m. and 70 gr. Om, being 3% gr. 39 m, the difterence of their verfed 


Sines 


Of the Refolution of Spherical. Triang les. (Oe 


Sines will bé the fame with the diftance between the right Sine ot 
go gr.and 58 gr. 30 m. This difference I take out,and make it a Paral- 
lel Sine of the fefler fide 38 gr. $0 m. fo the Parallel Radius will be the 
fourth proportional. Thencoming to the fecond operation, I make 
this fourth proportional a Parallel Sine of the greater fide of 70 gr. 
© m.and take outthis Parallei Radius. For this meafured from go gr. 
coward the Center, will be the verfed Sine of 21 gr.34 m. 
~ Inthe like fore in the fame Triangle Z P S, having the fame Comple- 
ments given, the Angle P ZS which is the Azimuth from the North 
parcof the Meridian, willbe found 130 gr. 3 m. For here the Bafe 
oppolitero the Angle required being 70 gr. and the difference of the 
fides 38 gr. 30 m.and 40 gr. being 1 gr. 30m, the difference of their 
verfed Sines will be che fame wich the diftance between the right Lines 
of 20gr.and 88 gr. 30 m. This difterence I take and make ita Paral- 
lel Sine of the lefler fide 38 gr. 30m. fo the Parallel Radius will be 
the fourth proportional. Then coming to the fecond Operation, [. 
make this fourth proportional a Parallel Sine of the greater fide 40 gr 
 andtakeout this Parallel Radius ; for this meafured from go *er. bes 
_-yond the Center, in the Lines of Sines, ftretched forth at their ful! 

length, willbe the yerfed Sine of 130 gr.3.m, ° 

2.U may find an Angle by knowing three fides, by that which I have 
elfewhere demoni{traced upon Barth. Piti{cus,and that at one operation: 


in chis manner. 


Atthe Sine of the greater fide, 
~ istothe Secant of che Complement of che other-fide: | 
Sothe differerence of Sines of the Complemese of the Bafe,. 
and the Ark compounded of the Ieffer fide withthe 
Complement of che greater, . 
co the verfed Sineof the Angle required.. 


So inthe fame Triangle Z PS, having the fame Complements given,, 
the Angle at P, which fhewetlithe hour from: the Meridian, will be 
found as before, 31 gr. 34 ™. 

For the fides being 38 gr. 30 m, and 70 gr.O m, I take the Secane 
of the Complement of 38 gr. 30 m. and make ita Parallel Sine of 
7ogr. then keeping the Sector at this Angle, I confider chat the 
Complement of 70g7. being 20 gr. added unto. 38 gr. 30 m. the com- 
pounded fide (which isherethe Meridian Altitude ). will be 58 gr. 
| j 39 7%. 


cs 


96 Of the Refolution of Spherical Triangles. 


a 


30 m. and thatthe Bafe being 40 gr. the difference of Sines of the 
compounded fide, and the Complement of the Bafe will be (.as before) 
the diftance between the Sines of Sogr.and $8 gr. 30-m.. Wherefore 
I'take out this difference, and lay iton both ehe Lines of Sizes from 
the Center: fo che Parallel taken inthe terms of this difference, and 
meafured from 90 gr. towardsthe Center,doth give the verfed Sine of 
Per, 34. : , 
4 This example of finding the hour of the day might otherwife have 
been pro pofed in thefe terms, | 


As the Sine of the Complement of the Declination, 
isto che Secant of che Latitude : oe a at 
So the differerence between the Sine of the Altitude propofed, 
and the Sine of che Meridian Altitude, - $ 
to the verfed Sine of the hour from the Meridian : ; 
Then the Latitude being 51 gr. 30 m. the Declination 20 gr. North- 
be and the Altitude 50 gr. che work would be the fame as 
before. 


The other Angles PZ S, PS.Z, may be found in the fame fore : bur 


° 


having the fides and one Angle, it will be fooner done by that which 


we fhewed beforein the 18 Prop. 


20. Tofind a fide, by knowing the three eAngles, 

If for the greater Angle, we take his Complement to 180 gr the An- 
gles fhail be curned into Ades, and che fides into Angles, and the ope- 
ration fhall be the fame, as in the former Prop. | | 

As inthe Triangle ZPS, having the Angle ZPS 33 
ZSP 30 gr. 28m andPZS130g¢r. 3m. Iwould take the greater 
Angie of 13097. 3m. out of 180 gr. and there remains 49 gr.57 m. 
Then as Ihad a Treongle of three known fides, one of 31 gr. 34 ms. 
another of 30 gr. 20m, and athird of 497. 57 ™. I would feek the 
Angle eppoliteco one ofthefe fides, by the Lait Prop. So the Angle 


&'+ 34 ™. 


_ which is thus found, would-bethe fide, which is here required, 


21.70 find 2 fide, by having the other two fidesy and the Angle comprehended. 


may be 


This Propoficion being the converfe of the nineteenth, 
. wroughe 


two Rectangled Triangles, AC B, DCB. Then may we find AC the 
m4! O 


U bell 
Seed 


Of the Refolution of Spherical Triangles. . 97 
wrought accordingly : but che beft way both for ic and thofe which 
follow, isto refolve them into two Rectangles, by lerting downa Per- 
pendioular, as was fhewed in che firft Prop. | 

So inthe Triangle Z PS, kaving Z P the Complement of the Lati- 
tude, and P Sche Complement of the Declination, with Z PS the An- 
gle of the hour from the Meridian, we may find Z S the Complement 
of the Alticude of the Sun. ! 

_ For having let down the Perpendicular ZR, by the firft Prep. we 
have two Triangles, 2RP,Z RS, both reétangled acR. Then may 
we find the fide PR, either by the fecond, or tenth, or eleventh Prop. 
which taken ourof PS, leaveth che fide RS: withrchis RS andZR 
we may find the Bafe Z S by che fourth Prop. 

— Or having leedown the Perpendicular S M, we haveewO Redtangle 
TrianglesS MZ,S MP. Then may we find MP, from which if we take 
ZP, there remaineth MZ: but with MZ and SM, we may find the 


- Bale ZS. ‘ 


22. To find a fide, by having the other two fides, and one of the Angles next 
the inquired fide. 


Soin the TriangleZ PS, having Z P, the Complement of the Liti- 
tude,and DP S the Complement of the Declination, with PZS the Aa- 


| gle of che Azimuth, we may find Z Sthe Complement of che Altitude 
| of che Sun. 7 


For having Z P, and the Angle at Z, we may to SZ ptoduced, 
Jet downa Perpendicular P V. Then we have two Rectangle Tri. 
angles PV Z, PVS, wherein if we find the fides VZ, VS, and 


_ take che one out of rhe other, there will remain the fide required 
SLs: 


23. To find a fide, by having one fide, and the two Angles next the inqui- 


red fide. 


So inthe Triangle A B D, having AB the place of theSan, and 


BA Dthe Angle of the greareft Declination, and AD B the Angle 


of che Equator with the Horizon, we may find AD the Oblique 


_ Afcention. 


For having lec down BC the Perpendicular of Declination,we have 


right 


98 Of the Refolution of Spherical Triangles, 
right Afcenfion, and D the afcenlior al difference; and comparing — 
theone withthe other, thereremainehAD. | ~ 


24 To find a fide, by having two Angles, and the fide inclofed by | 


them. 


So inthe TriangleZ P S, having the Angles at Z and P, with the 
fide intercepted Z P, we may find the fide PS, For having let down - 
the Perpendicular PV, we have two Rectangles PV Z,P VS, Then 
may we find the Angle V PZ,-eicher by che feventh, or fitreenth, 
or lixreenth Prop. which added to ZPS, maketh che Angle VPS, — 
_with ch’s-V PS, and P V,we may find the Bafe PS, accordingtothe 
13 Prop. * : 


25. Pofind an Angle by having the other two Angles and the fide inclofed 

by thom. ° ; 7 
| Sointhe Triangle ZP5, having the Angles at Zand P, with the 
fide intercepted ZP, we may find the other Angle ZS P. For having — 
lec down the Perpendicular ZR, we have two Re@angles ZRP, — 
ZRS. Then may we find the Angle P ZR by the fixteenth Prop. and — 
that compared with PZ S, leavechthe AngleR ZS: with thisR ZS; — 
and Z R, we may find the Angierequired ZS R, according tothe fixth — 
Propofition. q 


26. To find an Angle,by having the othcr two Angles, and one of the fides 1 
sext the inquired Angle. ‘ ’ 


So inthe Triangle A BD, having the Angles ac Aand D, with the — 
fide AB, we may findthe Angle ABD. For having tec down the — 
Perpendicular BC, we have two Rectangles, ACB, DCB. Then | 
may we find the Angles ABC, DBC, andrake DB Coutof AB C39 
tor fo there remaineth the Angle required A BD. i 


27.7 0 fiad an Angle,by knowing two fides,and the Angle contained by them. © { 


Soin the Triangle Z PS, having the fides Z P, PS, with the Angle 
comprehended ZPS, we may find the Angle PZS, For having let 
dewa the Perpendicular SM, we have two Re€tanglesSMZ, SMP, 
| Then — 


The Vfe of the Meridian Line. “99 
Then may we findthe fide M P, and taking Z P out of MP, there re- 
maineth M Z: withthis M Z and the Perpendicular M S, we may find 
the Angle M ZS, by the fourteenth Prop. This Angle M ZS, taken our 
of 180 gr. there remaineth P Z S. | 


28. Tofind an Angle, by knowing the two fides nexe it and one of the other 
Angles. 


So in the Trisngle Z PS, having che fides ZP, and PS, withrhe 
AngleP ZS, we may find the Angle ZPS; For having let downthe 
Perpendicular P V, we have two Reétangles P V Z,P VS. Then may 
we find she Angles V PZ, V PS: and taking VPZ out of VPS, 
there remainech Z P S, which was required. 

Thefe 28 Cafes are all chat can fall our in any Spherical Triangle : 
if any do. not prefenctly underftand them, lec chem once more read 
over the ufe of che Globes, and they fhall foon become eaiie unto 
chem. me i 


CHAP. VI. 
of the Ufe of the Meridian Line in Navigation. 


y= Hie Meridian Line is here fer on che fide of the Seétor ftrecched 
er at full Jengeh, on the fame Plane with the Line of Lines and 
Solids, and is divided unequally toward 87 gr. (whereof 70 gr. are 
about one half ) infuch fort as the Meridianin the Chart of AMereators 
— Projeétion. The Ufeof it may be, | 
"1. Te divide a Sea-chart according to Mercators ProjeEiton, 
If a degree of the Equator on the Sea-chart, be equal co the hun- 
dred part of the Line of Lines in the Sector, the degrees of the Meri- 
dian upon the Seétor, fhall give the like degrees upon the Sea-chart: 
if otherwife they be unequal, then may the Meridians of the Sea- 
chare be divided in fuch forcas the Line of Meridiansis divided on the 
Seéto® by that which we fhewed before inthe 8 Prop. of the Line of 
Lines, é 

~ Burto avoiderror, I have here fet downa Table, whereby the Me- 
ridian Line may be divided out of the degrees of the Equator fu ppoting 

O 2 eic 


too —s«THE Uf of the. Meridian Lint. 
each depree inthe Equator , to be {ubdivided into a thoufand parts. 
By which Table, and the ufual Table of Sines, Tangents, and Secanrs, 
_ the Proportions following may be alfo refolved Arithmetically, For 
the manner of divifion, let the Equator be drawn, and divided, and 


croffed with Parallel Meridians, as in the common Sea-chart: then — 


look into the Table, and lee che diftance between the Equator and 
40 gr, inthe Meridian, from che Equator, be equal to 43 gr. II parts 


of che Equator, as in the Table: let 50 gr. inthe Meridian trom — 


the Equator, be equal to §7 gr. 909 parts of the Equator, and fo in 
the reit. wT, 


The making of th's Table is, by addition of Secants. For the Para!- 


Jels of “Latitudes being Jefs than the Equator or Meridian in fuch pro-— 


portion as the Radius isto the Secant of the Paralle). For example, 
the Parallel of 60 degrees of Latitude is lefs than che Equator (and 
confequently, each degree of this Parallel of 60 degrees lefs thana 
degree of the Equator, or Meridian) in fuch proportion as 100000 the 
Radius, hath unto 200000 the Secant of 6o degrees. | 


» 
~ 


A Table for the Divifion of the Meridian Line. 101 | 


Se 


Ms: Gr. Par. [At Gr. Par. 


O 


oHatey Gey 


| ree, 


1900 
I.000| 4 
 Pitels| Pe 


3.001 
3.101 
3.201 
3-302 


eee fe 


f 


M|Gr. Par.|M| 
sO.0 FI 
6,111 
6.212 
6.33 172 


“6 


—— 


Ed 


eee 


Gr. Par.| A| Gr. Par, 

‘ 9.037|12 22.058 
ee 12.19¢ 
9.239), | 12.293 
9:341| loo a 
9.442 12 407! 
PDAS 51) 2.00 
9-045 12,702 
9.740 12.805] > 
9 848 12.907 
9.949 Hz.016 

‘10.051 I2| 13.112 
TO.1j§2 13.215! 
10.25 4 137,318 
10.35 § L342 1 
10.457 13.523 
10.550] | 12,626] 

LO.06i | = 13.729| 4 

10.702 13.332 
TO.S64) | 13.935 
10.966 14.03 8 

| 11.068/14} 14.141} 

11.170 14.244 

T1272 14.347] 
11.374 14.450 

11.476 er 
11.578 14.656 
EL OBOE 14.700 
11.782 14.563 
11.884 14,967 < 
11,986 15.070 
12.088 


I§! 15.174 


|ro2z ATable for the Divifion 
M Gr. Par.|MM\ Gr. Par. M)\ Gr. Par M| Gr. Gr. Par, 


~ 


M Gr. Par, 

15|_15.174|18] 18.303 21| 21 486 24 “24.7 24: 27| 28.058 
15.277 18.408]. | 21.503 p24 Bay 2¢.171 
15.281 18 513 21.70 24.953 28.28 3 
15,485 18.619 21.808 25.06} 22.396 
15.588} | 18.724 21.915 25.173 28.508 

I 5.692 18.830 21.023 25 282 32634 
15.7961 118 935 226130 23.392 22.7 34 

1§ 900 19.041 22.236 25.502 28.347 
16.004 19.146 22.345 23.613 28.959 
16.107 19,251 22045 3 25.723 Pl esiiy we: 

16| 16-211} 19] 19. 356122] 22.561)251 25-833128] 20.186 
16.316 19.403 22.669) | 25.943 29.299 
16.420 19.509 22.777 20.054 29.313 
16.524 19.675 22.885 26.164 29.526 
16,628 19.7811 | 22.9931 | 26.275! | 29.646 

_! 16.732 19.887] | 23.101| | 26.386 29.75 3 
16.836] | 19.693 23.210) | 26.497) | 29.867 
16.941 20.100 24.318 26.608 29.981 
17.045 20.206 23-427 20.719 30.095 
17.150 20.312 232935 26.830 30.209 

17| 17.255 |20] 20.419]22| 23.643/26) 26.941]29] 30.324 
17.359 20.525 23752 27.052] | 30.438 
17.464 20,6 32 23.8611 | 27.164 30.553 
17.568 20 738 23.970] | 27.275 30.667 
17.673] | 20.845] | 24.070] | 27.387 30.782 
17.778 20.95 2) _ 24.188 _| 27.499 30.897 

~~ | 17.8831 | 21.059 24.297 27.610! | 31.012 
[7.988 21,155 24.406 270722 31.127 
18.093) | 21.292] | 24.515] | 27.8341 | 31.242 
18.198 | 21.379} | 24.624) | 27.946! | 31.357 

13} 18.304|21! 21.486!24 24734127! 28, os8i3ol 37, 473 


: 
4 
j 
Q 
| 
| 
4 
a 
i 
; 
f 


— . » 
SS nS os 


i 


34.873 


38.509 


42.287 


42! 46.362145! 50.49 


| 3.4.992136! 38,63 3139! 42.415 : 499) 


of the Meridian Line. 103 
| ag| Gr. Par | AA| Gr. Par.| A4| Gr. Par [AA] Gr. Par.|AL| Gr. Par. 
316473132] 34-992]36] 38 637] c} 42-4! sak 46 362 
31.885] 1 35-r11} | 38.7571) 42.544] | 40.496 
21.704 3§.231T | 38 880 42.073 46.631 
31.820 35.350] + 39004[' | 42,802 46756 
31.936 35.470 39 [29 42.931 4.792; 
32,052] | 35-590 ah : a bis 
37.1681 | 357101 1 39-377 43 191 Lh i 
2.284 35.830 | 43+320 47 +309 
32.409 35-9590 3.926027 43-452 47 044.0 
32.516 36.071 39. Bal) 43.581 47-581 
32.633 34 36.191137] 39.877 ie 43.711123| 47.718 
32.750 36.312 40.002 439842) | 47.855 
32.867 36.433 40.128 43.973 47.992 
eck 30.5 $4 40.258 44.194 48,129 
SGOT LLL 30.675 40.379 44.235 48.267 
ee st 36.796] | 40505 44.366 48.404 
ra 36.917 40 631] | 44-498 ; 48,54.2] 
33.453)- 1 37.0390 40.757 44 030 48.681 
33-571] | 37-161 40 854 44.762 48.819 
33.688 37.282 41.014 | 44 894 48.958 
33.806}25| 37.405 38) _41.127/41} 45-026l441 40.070] 
33.924 37-527 41.264 45.459 49.236}. 
34-042 37.643 41.322 45292 ra 
34.161 37:771 41.519 45-425 49.5158 
34.279} | 37-8904) | 41.646) | 45-558] | 40.655 
34-397) __| 38.017] | 43-774) | 45-691] | 49.705 
34.5161 |» 38.140 45.8251 | 40.035 


50.358} 


fa 


} A Table for the Divifion - 

M| Gr. Par.|M| Gr. Per.| A4| Gr. Par. M Gr. Par.| A4| Gr. Par. 
45) 5429} 48 ¥4-800]57] 59 481 54| C4eg12 57. 69.711 
} 50.041] | §5-O10}~ | $9.040/"" | 64,582] | 69.805 
| 50.7831 155-260] 4 59.800 64.7 53 701080 
| $0925] | $5.31 59 960 64.924 70 265 
51.068 55-460} | 60.120 65.096 70.449 
SEALS OL. 60.280 _ | 65.268 70.035 
51.353] 1 35-7621 I *60.g4il 165 gaol” | oo gay 
§ 1-496 55-913 60 601] 65.613 71.008 
51.039 $0,065) . 60.763 65.786 71.19 | 
51.785 $0.21) 60.92§ 65.960 “tae, 
46|_51.977/49! 503091521 O1.088l551 66,1341 68) 71.592 
§ 2207 i 56.522, arora 663308 ee 71.701 
way i 56.675 61.413 66.483 71.950 
52.360 50.328] | 61.577 60.659 3 Gad 
5 2.505 56.981 61,741 66,835 ae 
| 52-950] 37-135) ) 61-904 87.011 72922 
52.79 § 57.289 62 669 OZ ORS ons ie 
§ 2.941 57-444 62.234 ) 67.365 i 

| 53.087 37-598 62.399 67.543 a 
§ 3.233 57-704 62.564 67.721 vt ae 
7|_52-350/59} §7,.909/53| 62.730 56] 97-900 5 fee 
Gila? 225° =| £27190] 201591 73 486 
53. 26 BROOS) 62.897 68,079\5 fay eee 
| $3673 58.221) 63.063 68.258 hed 
1 | 53.8211 -1§8.377] | 63.2311 | 68.438) | 73°97 
53.968 38.534 63.398 68 618 sei i 
| 54.116] 58.691 __| 63-566 68.799 ora 
5 4.204 58 348) | 93.734) — 68.981 us 4 + 
54-413 §9.000 03.903 69.163 a 
54-$02) |} 59.164 04072 69.345 gs Me 
34.711 590322 04.042 69.528 | pita 2 
148 §4-800151) $9.481'54 64 412'57 69.712!60 eee 


75-456 


M 


{60 


105 
Gr. Par.|A4| Gr. Par.|A4 Gr. Par.| | Gr. Par, M)\Gr. Par. 
75-451103| 81.749/66| 88.725 |05| 96.575 72|1053579 
75.656| | 81.970 88.971) | 96.854) [105.904 
75.85 3 82,191 89.219 97-1351 106.230 
76.057| | 82.413| | 89.467] | 97-418) |106.558) 
76.261} | 82.635) | 89.716| | 97.701] {106,888} 
-76.464| | 82.860] | 89.967 97:986| _|107.220 

~ | 76.6671 | 83.0841 1 90.218 98.272! 1107.5 43 
76.871 83.313] |-90.470 98.560} 107,888 
77.076 83.536 90.723 98.849} {108.226 
77-281} | 83.7631 | 90.978] | 99.139] {108.6651 
77-487164|_83.990167) 91-232\90| 99-4 31172/108,906 
77.694| | 84.219 91.489| | 99.7241 |109.249 
77-901, | 84.445} | 91.746) [100.018] 109.504 
78.109 84.678] « | 92.005}. [100.314 109.941 
78.367 84.909} 92.264] {100.612! |r10.290 
78.526 85.141 | 92-525 100.910} |110,647 
78.736) | 85.374 92.787} |101.211| |110,.904. 
78.947 85.607 93.050] 101.513] farr.349 
79158 85.842 93-314. 101.816 111.707 
79.370 86.077 93-579| |1O2.121 [112.066 
79.583165| 89-313|68) 93.846|71)102.427| 541112. 428 
79.796| | 86.550 94.213] |102.735 | 142.702 
8o.o1ol | 86.788 94.382! .1103.044 biseerea 
80.225| | 87.027 94.652] [103.356] [113.526 
80.441 87.267 94.923} |103.668| |113.897 
80.657 87.508 _.| 95-195] |103.983! |114.270 
80.8741 | 87.749! | 95.468 104.209\— 114.645 
81.091 87.9921 | 95.743 104.616] [115.023 

81.310 88.235 96.019] {104.936} 115.403 
81.529 88.480 96.296} 105.257] 115.786 


of the Meridian Line. 


631 81.749166! 88.72 5!169! 96.575172 


10§.§79'75'T16,171 
P 


ee ee 


AM Gr. Par MM Gr.Pare MéM Gr.Par. M| Gr. Qr. Rar, M| Gr. Par. 
Lye lri6.t74 78 129.075 |87| 145-650 84 1086947 87 208 705 
Ue 116.559] 1129.5 58] |14.6,292 169.912 ao 


i 06 A Table for the: Dizsfir iomof the Meridian Lines | 


116.9491 [130.065 146 942] |170.893 212.668 

[117.342] [130.536] 1147600] l171,891| [ar4.745 

117.737 ieee 148.265 172.907 216.909 
F bea 131.930 148. 937) |173.941 219.158 
H 


118.7301 [132.034] |14o. 149.618] 1174994 221.498] 
118.939 132.542 1-§0.307 176.067] |223.938 
119.345 13 3.055 151,003 177.100] |226.486! 
f19.755| °|233-572 151.709 178627 5 229.153 
76|120.166|79|134-094)82 152 4231851179.411188123 1.950] 

“[aates Bi 134.020 (53.147 180.569|— 234.891 
4 |i2zzoco} [135-151] 11536878) |181752) [237.9914 
| 121.420| |135.687} |i154,6206| [182.960], 241.268] — 


(27.843 136.2281 [195.3721 .1184.1941) 
1123,270] |£36.775] |156.132] 11954454 
1223700). |£3'723261]. [156.903 |/- 1 96.743|T 1525 
P23 153 3 137.883], |157:685| |188:062/| 
|r2g.g70l 'r3B.4q5!! l1y8.478! M89.4r11 


1¥24.009 T3012 159.281 ligo, 793 

77|124.4§2|80| 139.585 |83|160.096|8 6/192 210 89 2714705} 
Gon 140.164) }160.922]~ 193,661] |277 76, 
(25.340! 1140:748! 1 161.761 


195, 191 
162.612 196.680 
163.474] |198.25§1 301,058} 
164.3252] |199.867 311.5621) 
1O§ 243, (201.529) 1324 455} 
166.146 203.240 341.166 
167:065 205.00 5 365.039 
128,596] |145.014 [167 999} |206.825] “|408.0r1 


[78 £29.07 5181} 145 650!84'168.9471871208.705 90! Infinite: |- 


284,517] 


|r25.501 141.339) 292.191 


‘ 
| 1126.258) |141.936 


1126718) 142.538 


er Pak PRAT ST 
Rijs WRF ARSED N= * 
DOr 

OHO 4 

WwW W 

w 

wa WW 


143.1471 | 
127.649 £4.3.763{ 
r28.121| -|144.385 


107 


108 The Vfe of the Meridian Line. 

If i¢be a particular Charr, I would firjt draw che Line A B fer- 
ving for the firit Meridian, and crofs ic wich cwo Perpendiculars BC 
and A D, the one at the upper end, the other at che lower end of che 
Coart, whica may ferve for the extreme Paralleis of Latitude chat you 
arero mike ule of. i 

Taen conlidering at what Laritude che Chart is ro begin and end, 
andthat chis Chare intended for che Latitude ot chefe parts, is to be- 
gin at5ogr. and fo end at §5 gr. I look intothe Table, and find chae 
50 gr. of Latitude muft be drawn at §7 gr. 909 parts ; and 55 gr.of La 
citude at 66 gr. 134 parts from the Equator; and that the Meridian 
diftance between rhe Parallelof 50 gr. and 55 re of Latitude matt be 
equalto 8gr. 225 parts of the Equator. Whereupon I take che Line 
A Bout of the Meridian Line, and diminifh it in fuch proportioa as 
8.225 hath unto 1000 per 3 Prop. Line and with that extent of the 
Compafies, I divide the ewo extreme Parallels of Latitude into equal 
degrees, and through each degree draw Meridian Lines parallel to che 
firft Meridian, noting them with 1, 2, 3, 4, cc, and then, I fubdivide 
eicher one or all of thofe degrees into ten parts, and ( if I may ) each: 


renth pare into ten partsmore, bute howfoever, I fuppofe each depree = | 


to be fubdivided into 1000 parts. | 
The Meridians being drawn, I come to the Parallels of Latitde, 
beginning at 50 gr. - | | | 
And finding inthe Table, that che diftance beeween the Equator and 
for. in the Meridian fhould be equal to 57 gr. 909 parts in the 
Equator and his Parallels, I may fuppofe the lowett Parallel to be 
57 gr. trom the Equator; fo theidiftance between this lowe(t Parallel 
and che Parallel of 50 gr. will be qnly 9e9 parts, Wherefore I take 
thefe 909 odd parts, ouc of che degrees that I divided before, and 
prick them down into the ewo utrermoit Meridians from the loweft 
Parallel upwards, and there draw the Parallel of 50 gr. of Lati- 
tude. e | 
_ Inlikemanner, becaufe I find by the Table char the diftance be- 
tween the Equator and 51 gr. in the Meridian is 59 gr. 881 partsof 
che Equator,I abate the former §7 gr. and thereremain2¢r. 48t parts 
ior the diftance between the loweft Parallel, and this Parallel of 51: 
_ wherefore] takethefe 2 degrees 481 parts oucof theLinebefore diz 
vided, and prick them down in the two uttermoft Meridians (as be- 


fore ) from the loweft Parallel upward, and there draw the Parallel of : 
gi deprees of Latitude.) 


If 


2, 


“rT0 The Ufe of the Meridian Lint. : 

If. any defire to have hisChare agree with his Sector, hemay make 
each degree of Longitude equal to the tenth pare of the Line of 
Lines, and divide the Meridian of his Chare out of the Seétor: fo 
fhall ‘each degree ‘of the Charc be ten times as large as the like 
depree on the Seétor, and the work be eafie from the one tothe 
other, , : 

Or he may divide the Meridian of his Chart by the fide of a Pro- 
tractor, ‘fuch as is commonly ufed by Surveyors of Land, and is here 
reprefented by AC DE, wherein the outward part of the Semicircle 
A B Cis divided-equally into-180 gr. The inward part-equally into 
16 Rumbs, and each Rumb fubdivided into 4. 


4. 


7 ; 
a : 
FOUN eT 


ft al CT Toe Ly D 


anadGuaREApotpyDy 
Po TOSSEVUARBABSTAUSPESETIDEGES BOE: PPT Petit tty s 


PRDUADOUBUDNCRIEATINGS 


The Ofe of the Meridian- line, 111: 
The Lines C D; DE, EA, divided equally according to the Line 
of Linesupon the Seézor, or the Parallelsupon theCharr. Onely the ~ 
Diameter A.C would! be divided. unequally, by letting down occule 
perpendicular Lines upon it from. each Degree in the Semicircle , 
which being done, the intermediate parc between, the- Rumbs ao 
the Diameter may be all cur forth: And the: back fide of the-long 
Square may be filled. with 6 Lines of Chords, or Scales of feveral - 
parts in the Inch. ; ri 
So may the Meridian be divided by the parts. of the Side E D, 
the Angles of cacli Rumb may readily be pricked down: by the De- 
grees in the Semicircle, and the: Line of Chords;and the other Scales 
may ferve to do the: like with more variety. 


ad 


2, To find how many Leagues anfwer toone Degree of Longitude 

' in every feveral Latitude. 
In failing by.the Compafs, the Courfe holds fometime upon’ a Great 
Circle, fometime upon a. Parallel co the Equator; but moft commonly 
upon crooked Lines, winding towards one of the Poles, which Lines are 
well known by. the Name of Rumbs. | 
If the Courfehold upona Great Circle; it is either North or South, 
under fome Meridian, or Eaft or Weft under, the Equator, And in 
thefe Cafes, every. Degree requires an allowance of twenty Leagues ;. eve- 
-__ ry twenty. Leagues will make a. Degree difference ia the failing: fo chat 
here needs no further Precept than the Rule of Proportion in the Chapier 


of Lines. . 
But if the Courfe hold Eaft or Weft, or any. of the Parallels co the 


Equator, 
As the Radium, | 
is to. twenty Leagues, the Mdeafure of one Degree. at the Equa- 


tor : 
So the Sine of the Complement of the Latitude, | 
to the <Meafure of Leagues anfwering to one Degree in that 
Latitude, 


Wheres 


The Vfe of the Meridian-line. a 
Wherefore I take 20 Leagues out of the Line of 
Lines, and make it.a parallel Radius, by fittingic over’ — 
in the Sines of go and.go: fo his parallel Sine caken 
out of the Complement of the Latitude, and meafured 
in the Line of Lines, fhatl fhew the number of Leagues 
required. : ‘ 

Thus in the Laticude of 18 gr. 12m. we fhall find 
19 Leagues ah{wering to one Degree of Longitude, and 

.18 Leagues in the Latitude of 25 gr.15 m. as in this 
Table. - 

This may be done more readily without opening the 
Sector, by doubling the Sine of che Complement of the 
Latitude, as may appear in the fame Example, 

Ic may alfo be done by the Line of Meridians, eicher 
upon the Sector, or upon the Charc: For if we open'a 
pair of Compafles to the quenticy of one Degree of Lon- 
gicude in the Equator, or one of his Parallels, and 

*meafure ic in the Meridian-line, fecting one Foor as 
much above the Latitude given, as the other falleth bee 
neath it, fochat the Lacitude may be in the middle be- 
tween the Feet of the Compaffes, che number of Leagues 
intercepted thall be that which was required. | 

But if the Courfe hold upon any of the Rambs, be- 

tween a Parallel of the Equator and the Meridian, we are to confider 

(befides the Equator of the World to which wetend, which muft be al- 

ways known), | 
1. The difference of Longitude, at leaft in general. 
@. The difference of Latirude, and that in particular. 
3. The Rumb whereon the Courfe holds. | 
4. The diftance upon the Rawmb, which isthe diftance which weare 

here co confider,and is always fomewhat greater than the like diftance up- 

o greater Circle.And for thefe,firft,I fhew in general this third Propo- 
1010Ne . 


3.7¢ 


3. To find how many Leagues do anfwer to one 
Degree of Latitude inevery feveral Rumb. ~ 


The Seamans Compafs is commonly divided 
into 32 Points; the half, into 16; che quarrer, 
into 8; which have their names of N NOE, 
NWN E, es. according to thofe parts of the 
World to which they point. Anfwerable to 
thefe Points, are the Rumbs upon their Chare ; 
each quarter divided into 8, each Rumb 11 gr. 
85 m. diftant one from the othei: The firft Rumd 
being that which is 11.gr. 15 a, diftance from the 
Meridian’; the fecond, 22 gr. 30 m. the third, 
33.gr.45 m, and fo the reft. And (if they have 
need of {maller paris) they {ubdivide each Rumb 
into quarters, allowing 2 gr. 48 m, tothe firft 


guarter, 5 gr. 37 co the half Ramb, ec. as in | 


the Table following. 
As the Sine of the Complement of the Rumb 
from the Meridian, 
. isto 20 Leagues, the Meafure of ome Degree 
of the Meridian: | 
So is the Radius, 
to the Leagues an[wering to one Degree xpon 
the Rumb. 
Asifin failing WE 5 N,from 50 gre of North 
Latitude, it were required how many Leagues 
the Ship fhould run before it could come to 
51 gr. of Latitude, becaufe this is the third 
Rumb, and the Inclination thereof 33 gr. 45 m. 
T would take 20 Leagues, ec. rae ipe 
Wherefore I'take 20 Leagues out of the Line 
of Lines, and make ic a parallel Sine of 56 gr. 
15 m. the Complement of the Rumb from the 


_ Meridian; fo his parallel Radius taken and mea- 
fared in the Line of Lines, -thall fhew me 24 for 


the number of Leagues required. 


Kes 


og | Luclinat.| Number 
of 
ide Salis 


Lgs.Pa’,. 


S| to the 
Merid. 
Gr. M 


It 151 20 39 
I4 4. 
p {tO §2 
| E 411. 
2422, 1301237 165 
| [25 To 
be [23 07 
| [30 §6 
313345 
36 34 
39. 22 
4% 1 
4:45 0 
37 49 
50 37 
| |53 26 
ny 56 If 
152 4] 38 go 
| JOl $2] 42 43 
| [04 41) 46 78 
| 6,97 30). 52 26 
| |79 I9| 59 37 
73 .71 68 90 
Pr aleZ). a 8G 82 31 
17178 4§|102 52 
Bi 34/136 30 
84, 22,205 24 
|. (87 111407 60 
| 8i90 ~— of [nfinita. 
And 


14 


~ And thus in the firft Rumb from the Meridian we thall find 20 


The Uje of the Meridian-line, 


Leagues 39 parts anfwering to one Degree of Latitude, and 21 Leagues 
65 parts inthe fecond Rumb, &e. asin this Table, where we fubdivide 
each League inroa hundred parts, and fhew befides what Inclination the 
- Ramo hath co che Meridian. 


nA R2SARAsRERRAA A Ac ReeaAsetAAe AeA SnaemeLehase 


ee oO) 


te] ~ > 


70|__' 80} (9°) 


60 


This may be done more readily wichout opening the 

Seftor, by dou ling the Secant of the Rumb, as may ap- 
pear in the fame Example. 
_ Te may alfobe done upon the Chart, if firft we draw the 
Rumb ; then we take the diftance upon the Rumb between 
cwo Parallels, and meafure it in the Meridian-line, as 
far above the greater Latitude as beneath the Ieffer. For che 
number of Leagues intercepted fhallbe thac which was re- 
quired. | 

For Example: In the fecond: Chart, pag. 113+ I firft 
draw the 8 Rum)s, from the InterfeGtion ot the Meridian 
with the Parallel of 50 gr. of Lacicude, either by thac 
which I have fhewed before in the general Ufe of Sines, 
Chap. 11. Prop. 10. or by help of the Procraction laft men- 
tioned; For, laying the Center of the Protractor to the 
Point of Interfection ( which is co be the Cencer of the 


Rumbs) and tarning the Diameter of the Procra&or until 


it be parallel co the Meridians of the Chare (which is chen 
done, when the Meridians and Parallelsin the-‘Chare fall 


under like divifions in the Protra&tor) I may make one 


prick at 11 gr. 15 7. another at 22 gr. 30.5. im the out- 
ward part of che Semicircle;: and fo the reft. 

Or, having neither SeGtor nor ProtraGtor, I would have 
a Line of Chords.fet on che fide of the Ruler which I am 
toufe, from which I may take 60 gr. and with that extent 
{etting one: Foot. of the Compaffes in. the former Point of 
Interfection, draw an ‘occult Ark of aCircle, and therein 
prick down the: former Arks from the Meridian , as in 
Chap. tt. Prop. to. So thefe Arks being pricked down by 


either of thefe: ways, che: Right Lines drawn through the 


Center and:tho fe pricks, (hall be the Rumbs required. 
- The Rumbs being drawn, I take the diftance beeween 


the Parallels of 50 and §t gr. upon:A.Cy the third Rumb ; 


and 


on ae 


> 


The Ufe of the Meridian-lines bee 
and meafuring it in che Meridian-line, I find the Compaffes to reach 
from above 75 of a Degree below the Parallel of 50, but 25 above the 
dn of $1 gr. intercepting I gre z= or 24 Leagues, fuch as 20 make 
a degree. 7 

Kenita I take the diftance upon the fame Rumb between rhe Pa- 
rallel of 54 and 55 gr. which I find to be fomewhat longer than the 
former diftance berween the Parallels of 50 and 51 5 but meafuring 
it in the Meridian Line, according to the Latitude of the Parallel, 
I find but 1 gr. 7, (or 24 Leagues) as before, for the number of 
Leagues anfwering to 1 Degree of Latitude upon this third Rumb, 

And by the fame reafon, I may find the number of Leagues an-_ 
fwering to a Degree of Latitude upon the reft of the Rumbs aerce- 
able to the Table, 

This confidered in general, I fhew more particularly in twelve 
Propofitions following, how of thefe four any two being given, the 
other two may be found, both by Mercator’s Chare, and by this 
Sector. 


1. By one Latitude, Ramb, and Diffance, to find the 
Difference of Latitudes. 


As the Radius, 
to the Sine of the Complement of the Ramb from the cHe- 
ridian : 
So the Diftance spon the Raesh, 
to whe difference of Latitudes. 


Let the Place given be A, in the Latitude of 50 gr. C in a great- 
er Latirude, but unknown, the diftance ye the Rumb being 6 gr. 
berween them, and the Rumb the third from the Meridian. 

Firft, I cake 6 gr. from the diftance upon the Rumb, out of the 
Line of Lines, and make ic a Parallel Radius, by pucting ic over in 
the Sines of go and go: Then keeping the SeGtor ac this Angle, I 
take out the Parallel Sine of §6 gr. 15 ms. which isthe Sine of the 
Complement of the third Rumb trom the Meridian, and meafuring 
it in the Line of Lines, I find it to be 5 gr. and fuch is the diffe- 
rence of Latitude required. ‘3 : dads 


Q 2 Or, 


4 


116 The Ufe of the Aleridian-line, 
Or, I may cake out the Sine of 56 gr. 15 m. for the Comple- 
ment of the third Rumb from che Meridian, and make it a paral- 
Iel Radius; then keeping the Sector at this Angle, I cake 6 gr. for 
the diftance, either out of the Line of Lines, or any other Scale of 
Equal parts, or elfe out of the Meridian Line, and lay ic on both 
fides of the Seftor from the Center, either on the Line of Lines or 
Sines: fo the Parallel taken from the Terms of this diftance, and 
meafured in the fame Scale wherein che diftance was meafured, fhall  — 
fhew the difference of Latitude co be 5 gr. as before. q 
Bat in fhorter diftances, fuch as fall within the compafs of a days 
failing, this Work will hold much better; as may appear by com- 
paring the Work wich che Table following, where the Numbers in 
_ the front do fignifie the Leagues; thofe in the fide, the Rumb; and 
the reft in the middle, the difference of Latitude. , 
In the Chart let a Meridian AB be drawn through A, and in 
_ A with AB make an Angle of the Rumb BAC: Then open the 
Cornpafles, according to the Latirude of the Places, to EF the quan- 
tity of 6 gr. in the Meridian, transferring them into che Rumb from 
A to. C, and through C draw the Parallel BC, crofling the Meri- 
nian AB in Bs fo the Degrees in the Meridian from A to B hall 
-thew the difference of Latitude to be 5 gr. 


a. By the Ruwb and both Latitudes to find the Diffance 
xpos the Rumb. 


“As the Sine of the Complement of the Ruwsb from the Meridian, 
ts to the Radius: , | 


| «So is the Difference of Latitudes, 
to the Diftance upon the Rumb. 


As if the Places given were A in the Laticude of 50 gr. Cin 
aif Laticude of §5 gr. and the, Rumb the third from the Meri- | 
dian, | id . a 
Here I may take 5 gr. for the difference of Laticude out of the 
Line of Lines, and put it over in the Sine of 56 gre 5 m, for the 

; Com- 


a epee 


s ‘rz 


| 100 | 80 | 60 | 40 20 ro bro pra) 6b ast | 


The V fe of the Meridian-lines 
AT able of Leagues, Rumbs, and Difference of Latitude. 


G.M. |G.M. |G.M. | GM 1M _|M IM IM |M{M. 


o | 60 157 154 151 148 | 45h” 


‘Oo {2 


014 o|3 


5 


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The Ufe of the Meridian Lines. Tg. 
Complement of the third Rumb from the Meridian. . Then keeping 
the Sector at this Angle, I cake out the Parallel Radius, and meafu- 
ring isin the Line of Lines I find it to be 6 gv,and fuch is che diftance : 
nponthe Ramb, which was required. 

Or I may take the Lateral Radius, and make ic a Parallel Sine of 
§6.gr. 15 m. the Complement of che Rumb from the Meridian: then 
keeping the Se&or at this Angle, Icake 5 gr. for the difference of La- 
ticude, either out of the Line of Lines, or out-of fome orher Scale 
of equal parts, and lay icon both fides of the Seétor from che Center, 
either onthe Lineof Lines or of Sines: {0 the Parallel taken from: 
thecerms of his difference, and meafured inche fame Scale with the 
the difference,thall thew the diftance upon the Rumb to be 6 gr.or 12.2 
Leagues. ahs 

Or keeping the Seétor at this Angle, I may take the difference be- 
tween gO gr. ands 5 gr. out of the Meridian Line, and meafuring ic 
in the Equator, I fhail find irto be equal to 8 gr. 229, of che Equa- 
tor. Wherefore I cake the Parallel between $22 and 822 out of the 
Line of Lines, and meafuring it in the Line of Lines, 1 fhalkfind icto- 
be 989; which fhews that according to this-proje€tion, the diftance ~ 
uponthisthird Rumb, anfwerable tothe former difference of Lati- 
tudes, will be equal to 9 gr. 89p. of the Equator. . ; 

Or the Seétor remaining at chis Angle, I may take the diference. 
between 50 gr.and 55 gr. outof the Meridian Line, and fay it from. 
che Center on both fides of the Seftor, either on the Line of Lines or 
of Sines: forhe Parallel caken fromthe terms.of this difference, thal 
beche very Line of diftancerequired, che fame with A C or EF upon. 
the Chare; which may ferve tor the better pricking down of the di- 
ftanceuponthe Rumb, without taking it forth of che Meridian Line,as. 
inthe former Propoftion. 

Or if che Rumb fall nearer to the Equator, thatthe lateral Radius. 
cannot be ficted over init, this Propofitionmay be wrought by Parallel 
entrance, | 
_ For,if Bfrfttake out the Sine of 56 gr.15 mand make it a parallel 
Radius, by fittingisover inthe Sines of 90 and99, or -in the ends of ; 
the Line of Lines, and thentake 5 gr. for che difference of Latitudes ; 
our of the Line of Lines, and carry ic parallel to ehe former, I hall find 
ieto.crofs both Lines of Linesin the Points of 6: .andfo it gives che. 
fame diftance asbefore.... . | 

Or if. che diftance:be-fmall, it:may be found by the former oe 
Or: 


2 
Pia 


_ For the Rumb being found in the fide of the Table, and the difference 


128 The Use of the Meridian Lines 


of Latitude inthe fame Lines che top of the Columnwherein the dif- 
ference of Latitude was found, hall give the number of Leagues in the 


 diftance required. 


- Or we may find this diftance in the Table of Rumbsin the fifth Pro- 
pofition following. For according to the example,look into the Table of 


' che third Rumb for 5 gr. of Latitude, and there we fhall find 6 gr.10 


parts under the title of diftance. 


So if the difference of Latitude upon the fame Rumb were 50 gr. 
the diftance would be 60 gr. 13 parts. If the difference of Latitude 


«pon the fame Rumb were only 4 of a degree, che diftance would be | 


only 60 parts, fuch as 100 do makea degree. 

: Inche Chart leta Meridian A B be drawn through A, ard Parallels 
of Lacitudethrough A and Cs; and then in A, with A B, make an 
Angle of the Rumb BAC: fo che diftance take from A to €, and 
meafured in the Meridian Line, according to the Latitude of the pla- 
ces, fhall be found to be 6 gr. or 120 Leagues. And fuch is the diftance 


_ required. 


3. By the diftance and both Latitudes, to find the Rumb. 


As the diftance uponthe Rumb, 
to the difference of Latitudes : 
So is the Radius, 
to the Sine of che Complement of the Rumb from the Meridian. 


As ifthe places given were A, in the Latitude of 50 gr. Cin the 
Latitude of 55 gr. the diftance between them being 6 gr. upon the 
Rumb. Firft I take 6 gr. for the diftance uponthe Rumb, and lay icon 


both fides of the Sector from the Center ; then out of the fame Scale — 


take 5 gr. forthe difference of Latitude, and to it open the Seédor 
imthe terms of the former diftance: fo the parallel Radius taken and 


meafured in che Sines; doth give 56 gy.15:m. the ‘Complemene where- 
of 33 gr.45 m. is the Angle of the Rumbsinclination cothe Meridian, 
which was required... | saith l ad: 


In the Chart let a Meridian A B be drawn shrough A, and Paral- 1 


lelsof Latitude, both chrough A and C:; ‘then: oped the Compatve< 
according tothe Latitude of the places to E ip 9 of pipe 


_ the Meridian, and fetting one foot in A,’ turn che other till i¢crofe the 


Parallel 


Be, de 


eet ; : 3 ( ; fen. ‘ . 5 4 “ 


_ ‘y ‘) + 4 


| The: Ufe of the Meridian Lines 121 
Parallel B Cin C, and draw the right Line A C: fothe Angle BAC 
fhall fhew the inclination of the Rumb to the Meridian to be 33 gr. 
45 mas before. : Re ELES | 
Thefe three laft Propofirions depend one on the other,-and may be 
wrought as truly by the Common Sza-Chart as by this of Afercators 
ProjeGtion : and therefore in working them by the Seéfor, the diftance 
_and the difference of Latitudes may-as well or better be taken out of 
the Line of Lines (which here reprefenteth the Equator) or any 
other Line of equal parts, as out of che inlarged degrees in the Me- 
ridian Line. But inthe Propofitions following,che difference of Lon- 
situde muft be taken out of che Equator; the difference of Lati- 
tudes and diftance upon che Rum) muft alwaies be taken one of the 


Meridian Line: which I therefore call the proper difference,and pro- 


per diftance. | 
4. By the Longitude and Latitude of two places to find the Ramb. 


As if the places given were A, in the Latitude of so gr. Cinthe 
Latitude of s5 gr. and the difference of Longitude between them 
were 5 gr. 30 ™, ? 

In the Chart fet Meridians and Parallels be drawn through A and 
C, and a ftraighe Line for the Rumb from A to C3 then by that we 
fhewed Cap. 2, Propofition 9. inquire the quantity of the Angle 
BAC, and-it fhali be found to be 33 gr. 45 m. which is the third 
Rumb fromthe Meridian. Wherefore the proportion holds for the 
Sector, | 


As A Bthe proper difference of Latieude : 
isto BC the difference of Longitude: 
So is A B Radius, 
to B.C, the Tangent of the Rumb from the Meridian. - 


According to this I take the proper difference of Latitude from 
50 gr.to §5 gr. outof the Line of Meridians, and lay it on both fides 
of the Seéter trom the Center ; then I take the difference of Longi- 


tude ser. 4 oucof the Line of Lines, andto it openthe Sector inthe © 


terms of the former difference of Latitudes, fo the Parallel Ra- 


dius taken from between 90 and 90: and meafured in the greater — 
R 


Tangent 


eo os ~ Be eee = > rs _ 


eae 


waz” The Uf of the Meridian Linen, 
a Tangent on the fide of the Seétor, doth give 33.¢r. 45. #. forthe Rumb. 
fe. 4S required.” ‘ Te hig dee i 

Mi Butif the Rumb fallnearer to the Equator 5. 


uy) 


As A Dithe difference of Longitndes,. 
is to D.C che proper difference of Latitudes :. 


ba So A Dehe Radius, "i 
iy co D-Cthe Tangent of the Rumb fromthe Equator. 
: Be According-to this Itake the former difference of Latitudes from 


Fa.gr.to 55 gr. out of the Line of Meridians, and to it open che 
Seétor. inthe terms of the difference of Longitude reckoned in the 
Line of Zines.from the Center, fo the Parailel Redius taken and’ 
/ . meafuredinthe Tangent, dorh give 56 gr. 15 w. for che Rumb from 
the Equator: which is the Complement to the former 33 gr. 45 m. 
and fo both ways it isfound to be the chird Rumb fromehe Meri- 
dian. 
But if this Rumb were to be found in the common Sea-chart, ie 
Should feemrto be above 47 gr. which is more than the fourth Rumb 
from the Meridian. Sy 


s+ BytheRumb and beth Latitudes, to find the difference of 
Longitude. 


As if the places given were A, in the Latitude of sogr, andC 

Ne he in the Latitude of 55 gr. and the Rumb che third from the Meri- 

ean dian, . 

oe | In the Chart, Jee a Meridian be drawn through A, and a Parallel 
of Latitude through C, then in A, with A B, make the Angle of the 
Rumb from the Meridian BA C, (as was fhewed Cap. 2. Prop. to. ) 

-  Sothe degrees inthe Parallel becween Band C, fhall be found to be 
§.gr. 2, the difference of Longitude which was required. Wherefore 
the proportion holds for the Seétor, 


a | As AB the Radius, eo Mae 

As toB C the Tangent of the Rumb fromthe Meridian: 
poy So A Bthe proper difference of the Latitudes, 

“ | toBC the difference of Longitude. 


Accord= 


rallel taken from the terms of this difference, and meafured in the Line 
of dines, hall thew the diference of Longitude tobe 5 gr. i. 


As D Crhe Tangent of che Rumb from the Equator, 
to A D'che Radius : 

SoC D the proper difference of the Latitudes, 
to AD the differencz of Longitude. 


According to this, we may beft work by Parallel entrance, firft ta- 
king §6 gr. 15 m. for th: Angle of the Rumb from the Equator, out 


+ of che greater Tangent, and make it a Parallel Radius: chen rakethe 


“proper ‘difterence of Latitudes out of the Line of Meridians, and 
carry it Parallel to che former : fo we fhall find itco crofs the Line of 
Linesin 5 gr.2. And this is che difference of Longitude required, the 
fame as before. ; 

But if this difference wereto be found by the common Sea-chare, 
it fhould feem to ke only 3 gr..20 m, which ismore thantwo degrees 
Jefs than che truth. And yet this error would be greater, if either 
the Latitude be greater, or the Rumb fall nearer the Eqiator, as 
may appear by comparing the common Sea-charte with the Fable fol- 
lowing. 


Riz | Theée 


A) 2 aa 
fe 


Nirth and by Weft. 
South and by Wf. 


La| Long. Diff. 


‘|The firft Rum), 
from the Meridian. 


|La 
Gr 


—— 


Onto oan us te 41 


| Long 
Gr Pap Gr.P 


5 . | 
ee | FE a ST 


North and by Eaft, 
 Sonth-and by Eajt, 


Diff. 


Gr- Pur 


Or 


-| GO 


om 


Vitae ea 


23 90 
2475 


"26 67 


Gr. Par. \Gr.Par, 
Ij 10] 61 18 


15 41 
15 Og 
16 26 
16 71 
br fi Or, 
17.05 
18 15 
18 77 
IQ 21 
19 73]. 
29 35 
21 07 
21 60 


23 16 


23 07 


27 76 
28 97) 
30 32] 
31 84 
33°61 
35 69 
38 24 
41 §2 
46 15 
54 06 


Te ee ey MeaOW oa eo Ope BSNL Ret ke oye fe eo A é WSN thed come mcr Py ae 


The fecond Rumb Nirth, North-eaft, . North, Nor thene ft, 


from the Mcridian. — South. Seuth-eaff, South, South wef. 
La| Long. |_Difte tata), £078 Long. | Di/t. | Lal Long. Diff. 


Gr Gr. Par. Gr Par. Par. 


dese Gr|Gr. Par.\Gr. Par. GriGr.Par. |Gr.Par.|- 


ol aE Fa 30] 13 03 a avi 0 ies 

| O 42 ra Zul 13°91 33 54. O1l 32 Og! 66.03 

O g3{ 2 16 32) F4 C0) 34. 4 02} 32 96] 67 11 

124) 3 25 33} 1449] 35 72 63| 33 86) 68 19 

1.65; 4°33 34) 15 00} 36 80 04) 34 79] 69 27 

2071 § S| 351 Ts sol 37 881 P65] 35 751 7035 

2 49} © 49 30) 16 | 38 97 660} 36-75] 71 44 

: an GTS? 57, 37) 16 51) 40 05 | 67} 37 80) 72 §2 re 

3830 pe 8°66 38] 17 03] 41 13 68! 38 88] 73 60 i 

| 3 741 974 70| 17 -§6) 42/27 69} 4000] 74 68 
4 16] - 10.82 40| 18 rol 43 | 7OR AAU TO 75177 

| 4.59, 1190] 141] 18 65) 44 3 71) 42 43| 76 85 _ 
5 01] 12 99[| | 42] 19 20] 45 i6| | 2). 43.74} 77 99 : 

5 43] '407] | 43] 19 76] 46 54 73| 45 The 7oies a 

| gs 85] 15 15 44} 20 a 4.7 A |; 46 57| 80 10 

6 28] 16 23 45| 20 92) 48 71 751 4Bti2t) 8rare 

6 71| 17 321 | 46} at 50] 4979] 176] 4978] 82 26 

7 14, 1840} | 47| 22 11] 50 87] 177] St 5s] 83 344 : 
7 58] 19 48 48] +22 721 52 95 73) $3 40] 84 42 ‘ 
8 91] 2056] | 49] 23 35] 53 03 79] 55 54] 85 52 ; 
8 45} 21 Oy | | 50) 23 98) 54121 | 50) $7 82) 86 59 « 
8 90] 22.73] 51) 24.63) 55 20 SI; 60 33} 87 67 Me 
9 34) 23 | S24 25 30) 5G) 2 2, 63 13{ 88 76 4 
9 79| 24 89 3) 25 98) 57 37 3} 66 32] 89 84 i 
10 24] 25 .) 154] 26 69] 38 5 | 84] 6999] 90 92 a 
10 70] 27 06}. [55] 27 39] 59°53 851 7432] 92 00 
Il 16, 28 14 5c 28 32! 6GO°6! 36! 79 631 93 (exe) 
II 62] 29 22 57| 28 87] 61 79 871 86 ‘6 94 17 
12 08} 30 31 58] 29 64) 62.7 68] 96 10] 95 25 
I2 55] 31 39] 59] 39 44] 63 “i Se] 112 57| 96. 3 
13 031 32 47 GO! 31 25! 64 94 90 . 


FA 2 

= = 1 
> ie oe 

a 


|126 


NeNSN = 75 


- , Sree 
09 
NN 
‘ — 
fo) 
Qo 
( 
7 4 
> 
; NO = 
i 6) \ 
BES a 
. ; Si 


he third Rune), 


, me the Meridian. 


North-eaft by ae 
South-eaff by South, 


—Noerth- bvef bee 
_ South-weft by South, ‘f 
La| Long. Dif\ 


79 37). 


Lal Long Dift. = Long. Dif. 
Ek Ir. Pay \Gr, Par. | Gr Gr. Par\Gr.Par | Gr Greiear: Gr. Par, | 
O ; Ole oy | 30 21 03 3608 60 JO'42) 73 16| 
4 -.0 66 I 20 Sie hap | So ay. 37 28 | 61 5! 7 7386 
ohh aaa, He [52 22 58] 38 49 62] $3 18) 74 50 
at 2.00} %3 my 33} 23 38] 39 69 | 63] 34 93] 75, 27; 
4| 207; 4 81]. 134} 24 18) 40 89 64] 56 12]. 76 o7 
5; 334! Gor] J354 25 Co] 42091 | 65] 57 681.78 17 
RG NEEL SN aa fate de) BO)" 25° 82) 49130 66] 5929 
“| 4681 8 42 | 37} 20 64) 44 50 67} 69 99} 80 58 
B1}:5 13.0) 0 | 38] "27 48] 45 70 | 68| 62 71] 81 78 
9g} © 03} To g2 391 28 39] 46 90 69] 64 53] 82 98 
cof © 71| 12.03 | | 40] 29 21] 4811] | ol 66 44] 84 19 
Pi ay Sb 3i23 41) 30 09). 49 31 | 71} 63 451 85 39 
12} 897] 1443} | 42} 3093) 59 51 72) 70 S$] 86 59 
r7} 876) Ty O4y | 431 31 88) SI 71 | 731 72771 87 79): 
14] 944) 16 84] 144) 32 80) 52024 1 74l 75 ia 89 09 
Irs| 10 13] 18 04 |45 33.741 5412 | 75| 77 9231 90 20 
16} 11 83] 19 24] 146) 34 60) 5532! | 76} 80 ia 9I 4o 
141 12 53} 20 45 " 35907 50 52 77| 83 U5] 92 61 
Pirie 23! 2. Gs 48} 36 66) §7 73 78]. 86 25| 6381 
rol 12.93) 22 85] | 49} 37 67} 58 93 | 79| 89 Gol 95 01 
2.0} 13 64] 24.051 | 50] 38 60} Go ea | 80] 93 27] 96 2 
stl 1435] 25 261 4 §1| 3974] 61 33 81) 97 32] 9742 
ers 071-26 46" | 2| 4082, 62 54] | 821 1or 85} 08 62 
23| 13 80] 37 G6Y | 53] 41 91] 63 74 | 831 106 97] 96 82 
4 16 $3| 28 56 | 54). 43 03) 04 94 84] 112 90]101 03 
51 17 26] 30074 | 55] 44 19} 60 15 85) 119 90/102 23 
6! 18 oo! 31 7 | A 45 37' 07 45 — | 86) 128 451103 43 
7| 18.75] 32 47 |s7| 46 58] 68 55 | 87) 139 47 
8] 19 50} 33 67 58] 47 82] 6975 | 881 155 Oolro 84 
2026 34 3488] [3 28 4911] 7096] { 89, 181 58 197 04. 
36 08 50 42] 72 16 | 


104. 64). 4 


iy peter Silla at Bln Hepa ue I aaa A li ae Ua aaa Re LRG, TA aaa aa 
na I hat er ei hea 127 
|The forrth Ramby _ North-eaft, Wortherwe j?, 
From the Meridian. South-eaft, South- weft. 
Lay Long. | Diff. “| Long. | Diff. La, Long, | Diff. 
494 lor. Lar, ae Par. ee v7 IGr. ParelGr. Pw Gr|Gr.Par, Gr. Par. 
Lie Co} 20) 2p 30] 32 47h ae re Go} 73 46] 84 85| 
Ce hg ae _ 100 ele) eat ED 32 C3 43 S4. Of rs 4.9 85:27 
2] 52 00];.'2 $3 | 32] 33 81] 45.25 621 79 58] 87 68 
“3) 3 OO}. 4 24 [33 34 99! 40 67 63). gt 73} 89 09} | 
41 400] 5 GO] | 44} 36 19! 48 07 6: 83 99]. 90 §! 
Bee Olt. F 07 351 37 41| 49 50 65, 8631} 9192 
6} “6 o01| +8 49 30 35 63! 50 oI [6° 58 73! 93 34 
7|~7 02) .9 90] 437] 39 8&8) 52 33 67] 91.23) 94 75}. , 
8}. 8 03] FI 3r | 38] 41 14) 53 74. 68} 93 85] 96 vi 
9} 9 04) 1273) 1391 4% 42] 55 15 69} 9658) 97 ¥5 
To] Io oy}. 14. 14 | 40 43 71( 56 65 721 99 42} 98 99 
PELL ©7115 $6 41} 45 03] §7 98 711 102 43/100 41}. 
21 > 4 I6 97 4.2| 46 36] 59 40 72) 105 g8/TOI 82] 
Patol 18 3 | 43} 47 72|. 60 er 73 108. 91/103 24] - 
14) 14 14| I9 80 44] 49 10; 62 22 74, 1412 43/104 65 
Bei cky bZi.sd 2! 45| 5O FO] 63 64 75| 116 i7]106 06 
: 16 21] ‘22 63 i ¥f 93] 6F Os Ee 120 17/107 46 
17| 17 °35| 2404 47| 53 38] 66 46 77| 124 45{108 89 
18! 18 30! 25 45 48| 54 86, 67 $3] |78 129 O8/110 31 
19] 19 36] 26 87} | 49} 56 37] 69 29 79| 134. 1OjIIl 72 
20] 20 42 28 28 | 2 §7 911 70 71 SO} 139 foll13 14 
21} 21 49] 29 70 y1] 59 43] 72 12 Si] 145 65/114 53 
22, 22 56, 34 11 §2| 61.09) 73 $44 182 152 4210 ge 
23] 23 64] 32 54 53] 02 73! 74 95 | 83 160 10/117 384 
4) 24.73| 33 94 54| O4 41! 70 37 84} 168 9 |118 79}. 
25} 25 83] 35 35 55; 66 13| 77-78 (3 179 41 120 2) 
26! 26 94! 360.77 56167 90! 79 20 Sa@l 192 2rlr2t 62}, 
27 | 28 06] 38 18 57| 69 71| 80 61 | 87 208 71|123*04 
28] 29 18} 39 oa 38) 71 57] 82 02 88) 231 95/124 45 
29} .30 32} 41 OI 591 73 49 83 44. Ee 27U 7125 x6 
3t 471 42 431 60" 75 491 84 85 90 3 


<i, RR eae 
ee 
% Ip 


Secs ee 


) Thee CL pa ay Song SS Saran 
ie x co DA Me 8 nO Es 
t VE : (ed) F eS SES 
4 
‘ 


: N28 * 


|The fifth ep North eaft and by Eoft North weft and by Weft. p 4 
from the Adcridian.  — South-eaft and by E: ft. South-weftand by Weft. 


a 


he bal Long. Diff, ~ La| Long. | Diff. Lal Long, Shiyee 
Ne 5 Gr. Par. Gr. Par. Gr Gr, Par. Gr P| Marty Gr. Pips \Grabat . 
O -¥O| O 30] 47 10] 54-00 60} 1129 |108 on} 
Leo baat im 31! 49 84155 80} }or! 115 9: 1.09 Bal 
2) 2 991 3 60 3 Fe 57 €0O 62] Trg IO|LII 6s 
3} 449} § 401 133) $2 371 go ‘0 O| 122 34|113 401. 
4. Ol: 7 12 341 §4 16] 61 20 64; 125 7OILIS 20 
SI 7 5] 89008 25! 55 981 63 00 he 129 181117 CO 
6| 9 00| 10 So 36) $7 82] 64 8o 66{ 132 78)118 80 
7\, 10 §0| 12 60 | 37| 59 68] 66 60 6, 136 §4|120 60 
S| 12 O©) 14 40 38} 61 §7] 68 4o 65} 140 45/122 4 
ut 9} 13 §2} 16 20 32 63 48] 70 20 69} 144 53|124 20 
a 10{ 15 04] 18 oo 40] 9§ 421 72 00 70; 148 81[1260 
‘ [1} 16 56} 19 80 | 4 06 39] 73 80 71| 153 30|127 80 
.. [2| 18 og] ‘21 60 +42 69 39] 75 60 72| 158 OO|129 60 
Ss 13| 19 62| 23 40 (43 Ol 43| 77 Ao 73|. 163 00/131 40 
14] 21 16] 25 20 441 73 48] 79 20 74, 168 26,133 20 
r 15} 22°70] 27 00 be 75 58) 81 00 7§| 173 86/135 00 
16] 24 26] 28 80 461.77°72\: 82 So 76| 179 84|136 Bol 
17} 25 82} 30 60 471 79 89| 84 60 If 186 26/138 60) © 
| 18} 27 39) 32 401 1 48] 82 10) 86 go] 178! 193 171140 gol — 
? 19} 28 97] 34. 20 49] 84 36) 88 10 79| 200 69|142 20). 
4 20] 30 §5| 3600 50! 86 67] 90 00 80] 208 91/144 00; 
i 21} 32 15| 37 80 51| 89 03] 91 80 81] 217 981145 80 
es 221 33 70, 39 60 32} 91 43) 93 Go| 1821 228 131147 60 
iy 23) 35 381 41 gol 153] 92 88) 95 4o 83] 239 611149 40 
a 14| 37 OI] 43 20 541 96 40] 97 20 8 252 85/151:20} 
25| 38 66] 45 00 55| 98 98] 99 col’ 185] 268 511153 OO] 
261 40 32! 46 8@] J ¥C]101 621100 Bo 861 287 671154 Bo} 
27|.42 00] 48 60 yw es 33/102 60 87| 312 361156 60 q 
28] 43 67) 50 404 | 5{|t07 12]104 4o | 88) 345 15/158 go] 
; iad 45 38] 52 2 | 39}209 98) 106 201 89 406 72\160 20] ~ 
uae 30. 47 rol 54.00 601112 925108 a “90 de 


ae 129 
eesti nessa yet ta LEAL EE IS LLL S 
The fixih Ramb Eaft North. eaft, Eaft Sonth-caft. 
from the Meridian. Weft North- weft, Weft South-weft. 


La _ Long. Diff. 5 


La _Long. _Dif. 
Gr Gr. Par. Gr. Par. Gr. Par. Par 


Gr Gr, Par. Par. Gr. Par Gr Gr. Par Par. Gr. Par. Par. 


| La Long. _Dift._ 


“0 fees ol 30 75 98 “75 98 78 39 | éo| 1H 1$2 IS8}L5O 156 78 
ay = 2am: 26k. 31 78 78 Br oof: 261 187 071159 40) 
Fr 4/831 5°23 32] 81 61] 83 62 62} 192 13/162 OF 
Peper 25 7 84] 33 84 48] 86 23 63) 197 36 164. 62! 
4) 9 66] 10 45 34| 87 37] 88 84 64| 202 77/197 14) 
3} 12 08] 13 06}! [33 99 30] O1 46}. 65 208 38]169 85; 
6 14. 5I| 15 68 36) 93 27} 94. 07 66] 214 201172 4 
7\ 16 94) 18 29 37| 96 27] 96 68 67} 220 25]175 O 
8} x9 37| 20 90 38] 99 31] 99 30 68] 226 57\177 6 
9} 21 81] 23 52 3Q9]102 40]101 oI 6g] -233 15|180 3 
10] 24 26] 26 13 40/10§$ § 3/104 52 70| 249 96/182 92 
TI} 26.71} 28 741 41{108 71/107 14] 471} 247 271185 53 
(2) 29 17] 34.368 [42/111 93|109 75 72) 254 90/188 1 
{31 31 65| 33 7 43{1T5§ ZO|II2 36 73| 262 93/190 75 
14} 34 14] 36 58] | 44lat8 53[114 97] ©] 74) 271 434193 37 
13! 36 63) 39 20 45|121 921117 soy | 7§| 280 46/195 9 
16] 39 13) 41 81 461125 36|120 20 76] 290 11/198 §9 
[7| 41 65| 44 42 471128 87}122 81 77| 300 46/201 21 
(8) 44 18 #7 03| 481132 44/125 43 78] 311 621203 82 
— {T9! 46 75] 49 6g b | 49/136 O9]128 C4] [ 79) 323 73/206 43 
| BO) 49 29] §a 26 s0l139 81/130 65 80] 337 00/209 05 
2Ul sr 87] 94 87 [52 143 60/133 27] = Br (351 64/211 66 
22) 54.47) 57 49) | 52/147 47]135 88 | 368 00)214. 27 
23} 57 08] 60 Io s3'rgr 44/138 46] 831°386 51/216 89 
241 59 71] O271{ sf sattss Sojr4t 10] 84} 407 89/219 50 
25] 62 36] 65 33 551159 661143 72] | 85] 433 13/222 41 
26) 65 04, 57 94 Ei 163 93]146 33 | 4 56)-464 osl224 73) 
27| 67 74] 79 55 §7|168 311148 95 [7 -503 881227 3 
28] 70 46] 73:17, | 98]172 8o|151 56] | 88) 560 ca]229 95 
29} 73 20} 65 78] 159/177 42,154 17 |89 656 08}232 $6 
30 75 98! 78 30 601182 18 1§6 78 90 | 


o | S 


130 


The feventh Ramb  Eoff nnd by Nurthy. - Eaftteud spsaneba | 
from the Meridian. Wit and by North, © Weft and-by. Soathy | 


La Long. Ls Diff. La| Long- Dif. 4 Ary bi Long. |. Di ftee de: 
Grlor.Par.|Gr var. | || ©? |Gr.Par|Gr. Par i || GriGr.Par. |\Gr.Pard , 
i: ° O ic 158 231053 77h: {| Of 379 351397 SF | - 
1} os O2|. 5 12) [341.64 ooli5% od] | OT! 389 56131267; 
| 2b yoosl 10 254) 132/269 96}164 02] :| 2) 400 10)317 Bop 
3} 15 OS} Fy 38 33175 92/169 .15 | [63] 410 98)322 93 
4\: 20 12} 20:50 34/681 95/174. 28 | 4] 422 26/328 of 
5} 25 16} 25 63 451188 o41179 go}. 433 94)333 18), 
Of. 30 21| 30 75 | 30 194 221184 53 | 446 031338 30); 
7)-35 27}. 35 88 37\200 481189 65 458 66)343 43]; 
81 40 34] 41 03| | 381206 82\104.78 |. 471 80/348 55): 
9| 45 42] 46 73 39|213 24|199 90} | 99 485 §21353 68). 
iOt yo 52] 51 26 |e 219 761205 03 499 89. 358 Sr j 
IT) 55 63} 56 38: 41/226 37\|210 16 | 514. 941363 93). 
[2] 60 77| 61 51 421233 a8 a3 287 530 79]369 06}, 
(3h G5 : 66 63 45 239 90|220 41 $47 $2374 18) 
14h 71 o9| 71°76 44/246 84]225 §3 565 221379 31}) 
1§| 76 28) 76 88} | 45|253 89]230 66 584 03/384 43}. 
16) §1 50} 82 OL 401261 051235 79 604 13|389 §6|. 
17| 86 7§| 87 14] | 47|268 36|240 91 625 67|394. 691; 
184 g2 O21 92.26 481275 80246 04 648 911399 81}. 
9} 97 31) 97 39} | 49|283 40|251- 16 | 674 151404 94) 
4Ol\192 64,102 51 | 5SO}291 134256 29 | 701 7§\410 06) 
Al\108 ae 64. 31]299 O3|261 41 9732 251415 To}! 
221113 421112 77 521307 11]266 §4 766 301420 32)! 
23/118 87/117 89 53/9159 371278 | | |. 804 86}425 441: 
14 124 35|123 021 | 54)323 :82|276 79 |-849 381430 $9) 
125 kt29 87|128 14 551332 48]281 92 {901 +4 aaa 


20\135 Aq 133 27 


i 
\29 
1310 


37}2§0 47/292 17 
581359 811207 30 
39]369 45/302 431 — 
60'379 35 307.551). 


146 71143 Jay 
id & 441143 en 


ine OF 139 40 
198 23 158 23 


Gr Gr. Par Par Pane 


The eighth Rumb of Eaft and Weft, with the Taine anfwering to one dege 
i Shae bate and the ate thts to one a of Longitude. 


Long. Diff. 


NGF Gr. Par. 


2 00} 


CON AMA wY DL rlol 


Oo 


Se 


WT AaAwp wn 


"GO CO 00 CH CO CO CO OO 


rer ogee ree ee ee ee ee 
~~ ae _ 


206 
rah de 
26) 
2 26 
4 37 
2 46 
2 56) 
2 67 
2 79 
2.92 
307 
3 24 
3.42 
3 63 
3 86 
4.13 
4 44 
4 81 


O tamie 4 
eee erro 
_ : ‘ : re 


5 °24| 18" 


5 76} 
6 39 
7.18 
8 20 


9 57.1 


II 47 k 
14 33). 


132 The Ufe of the Meridian Line. 
Thefe Tables are calculated for each of the Rumbs. 


The firft feven have three Columns, and of them the firft con- 
tainech the degrees of Latitude from the Equinoétial to che Pole : the 


fecond doth give the difference cf Longitude; and the third che di- 
ftance, both of them belonging cothat Rumb and Latitude. 

Asinche Table of che third Rumb ; at the Latirude of g0 gr. I 
find under the title of Longitude 38 gr. 69 parts, and under che title 
of Diftance 60 gr. 13 parts. This fhews chat if ehe courfe held con- 
ftantly on the third Rumb from the Equinoétial to the Laticude of 
50 gr.the difference of Longitude would be 38 gr. 69 parts Of 100, 
_ and the diftance upor the Rumb 60 gr. 13 parts. For hereI reckon the 
diftance by degrees, rather than by Leagues or Miles, and fubdivi- 


ded each degree into 100 parts, rather than into 60 minutes, forthe — 


more eafe in Calculation, and withal co make che Calculation to 
agree the becter, boeh with his, and my Crofs-feaff and other Inftru- 
ments, i 

The ufe of thefe Tables, for the finding of the difterence of Lon- 


gitude, is this. Turntethe Table of the Rumb,and there fee what Lon- _ 


gitude belongeth to either Latitude, then také the one Longitade oug 
of the other, she Remainder will bethe difference of Longitude re- 
quired. . 

As inthe former Example, where the places givenwere A, inthe 


_ Latitude of 50 gr. C inthe Latitude of 5 5¢r. and the Rumb the third: 
_ from the Meridian: I look into the Table of che third Rumb and 


_ and there fiad, 

| Latitude 50 gr. Longitude 38 gr. 69 parts. 
Laticude §§ gr. Longitude 44 gr. 19- 

. Therefore the difference of Longitude ¢ gr. 50. 


‘There is another Ufe of thefe Tables, for the defcribing of the 


Rumbs both on the Globe, and all fortsof Charts.. For having drawn. 
the Circles of Longitude and Latitude, and finding by the Tables, the. 
the difference of Longitude belonging to each Rumb and .Laticude :. 
If we make a prick in the Chart, at every degree of Latitude, accord-. 
ingtothat difference of Longitude, and draw Lines through thofe. 
Pricks, foas.they make no Angles, the Lines fo drawn hall be: the- 


Rumbs required.~ — 
The Wfe of she Eighth Rumb is fomething different from. sik 
r 


| The Ufe of the Meridian Line. 133 

For there being here nochange of Latitude, Ihave fet to each Lati~ 
tude, the difference of Longitude, belonging to one degree of diftance, 
and the diftance belonging to one degree of Longitude. 

As if two places fhall be 20 Leagues, or one degree diftant one 
fromthe other, inthe Uatitude of s50gr, the difference of Longitude 
becweenthem willbe 1 gr. 55 parts. But if chey differ one degree in 
Longitude, the diftance oetween them will be only 64 parts, which 
fall fhort of 13 Leagues, or at the moft 64.¢7. 28:parts, {uch as 10000 
do make a degree. . 


6. By the difference of Longitude, Rumb, and one Latitude, to find the: 
other Latitude. | 


Asif the places given were A, inthe Laticude of 50 gr.C ina grea-- 

ter Laticude, but unknown, the difference of Longitude 5 gr.3, and the 
Rumb che third from the Meridian. : | 

--_Inthe Chart ler A B, D.C, Meridians, be drawn through A and C,. 
according to the difference of Longitude, one-5 gr. + from the other ;. 
anda Parallel of Latieade through A, croffing the Meridian C Din. 
D: theninA, with A B,makean Angle of the RumbB A E: fo the 
degrees in the Meridian between Dand C, thall be found tobe 5 gr.. 
the proper difference of Latitude which was required, Wherciore the. 
proportion holds for the Secor, | 


AsA Dehe Radius, 

to D Che Tangent of the Rumb from the Equator ;- 
So A D the difference of Longitude, 

to DC the proper difference of. Latitude. 


According tothis, I take 56 gr. 15 ms. for the Angle of the Rumb- 
— from the Equator, out of the greater Tangent, and make ita Parallel: 

Radius. Then I reckon g gr. 3 in theLine of Lines from .the Center, | 
for the difference of Longitude, So the Parallel taken from che 
germs of this difference, and meafured inthe Line of Meridians, fhall. 
reach from go gr. the Latitude given, to 55 gr. which is the Lacaude 
required. 

Or if the Rumb fall nearer co the Meridian, | 


\ 
‘ j \§ » 


“ 7. 7 A » ~ = Pelt i ye 
4) Cae 


rey) Thevfe of the Meridian Line. — 


. As BC the Tangent of the Rumb fromthe Meridian, - 
isto A Behe Radius: smiy , ager 
»- Se BC che difference of Longitude, oe 
> 40 A Dthe proper difference of Latitude,:: 


According to this we may-beft work by Parallel entrance; firtt 
take 35 .g7.45 7. for the Angle of the Rumb from the Meridian, out 
of the greater Tangent, and make ie a Parallel Radius; then take 
5 gr. 2 forthe difference of Longitude out of the Line of Lines, and 
carry it Parallel.to the former, ‘till the feet of the Compaffes {tay 
in like Points: fothe Line between the Center and the place of this 
ftay, being taken and meafured in the Line of Meridians from 50 gr. 


forward, hall fhew che Latitude required to be 5 5.gr. as in the former 
w + ‘ j 


of thethird Rumb, atthe Latitude of 5ogr. I find the Longitude of 
38 gr. 69p. Tothisif Iadd ¢ gr. gop. 
cude given, the compound Longitude willbe 44 gr. 19 p. and this an- 
fwers to che Latitude of 54 ¢r, vA | 
Bue if this difference of Latitude were to be found by the com- 
“mon Sea-chart, it thould feem to be 8 gr. 13 m. and fothe fecond 
Latitude fhould be 58 gr. 13 m. whichis above 3 


gre more than the © 
truths : 


P 


7, By one Latitude, Rumby and diftance, to find 


she difference of Lon 
gitnde, | 


As if the places given were A inthe Latitude of 
ter Latitude but unknown, the diftance upon the 
tween them, and the Rumb the third from the Meridian 
~ IntheChare, let a Meridian AB, and a Parallel A D, be drawn 
through A, andin A, with A B, makean Angel B A €, for the Rumb 


_ from the Meridian 5 then open the Compaffes 
- tude of theplacesto E.F, 


ferring them intothe Rumb from A to C, and 


len | through C'drawano- - 
ther Meridian DC, croffing the Parallel drawn through Ain D, fothe ~ 
degrees intercepted inthe Parallel from A to D * 


» fhall thew the diffe- 
» ence of Longitude required to be about 5 &r. 2. Wherefore the pro- 
portion holds for the Se@or. | si As 


ay. 
The like may be found by che Tables of Rumbs, For in the Table 


for che difference of Longi- 


5°gr. C inagrea- 
Remb be6 gr.be- 


alles according to the Lati- ] 
the quantity of 6 gr, inthe Meridian, tranf- 


a en Sane 


a 


ecole AC the Radius, ue 


The-ufe of the Meridien tints. ag 


isto A D, equalto BC, the Sine of the Rumb fromthe Meri- 
So AC the proper diftanceupon the Rumb, | 
. to A Dehe difference of Longitude, 


According to this I take the Sine of 33 gr. 45 m. for the Angle of 
the Rumb from the Meridian;.and make it a Parallel Radius; then 
keeping the Seftor at this Angle, I take 6 gr. forthe diftancey one 
of the-Meridian Line, according. to the eftimaced Latitudes of both: 
places, and Jay it on both fides of the Seéor fromthe Center: fo 
the Parallel taken from che terms of. this. diftance, and meafured in . 
she Lines of Lines, fhall fhew the difference of Longitude to be about» 


Lite . = es , e . ‘ £ ° “eas 
[athis and fome of the Prop. following, where chere is buc one La- 
titude known, there may.be fometimes an error of a minute or two, . 


in the eftimation of the proper diftance, yes ic may be rectified aca 


fecond operation. . & : i RS . 
* This Propofition may alfo.be wrought by the Tables of Rumbs, For | 
according to the Example, in the Table of che third Rumb, atthe La- 
tieude of 50 gr, I find the Longitude of 38 gr. 69 p. and. the diftance - 
of 6o\gr. 13 ps to this edd 6 gr. for the. diftance; given; fo the com- 
pound diftance will. be 66gr. 13 p. and this. anfwers tothe Longitude — 
of 44gr.19 p. then if Ltake the one Longitude out of. the other, the - 
difference will be 5.gr. 50 p. #$ before. Ole nv 
Bur if this difference were tobe found. bythe common Sea-chart, it. 
thould feem ro.be only 3 gr. 20,m.. which is more than.2.gr, lefs than 


the cruth. | tig : 
8). By. one Latitude, Rami, and difference of Lingitudes, to: find the » 
diftance. “ Sis) Bri OG Steins Faw Ye 


| Asif the places. given were A, inthe Latitude of sogr. Cina grea- 
eer Latitude but unknown, the difference of Longitude between them | 
being § gr. 4, and the Rumb the third from the Meridian. | 
_ In the Chact lec AB, D.C, Meridians be drawn through A and C, | 
according tothe difference of Longitude,, and a, Parallel of Latitude 
through A, crofling the Meridian. DC in Ds then in | A. wish.A By. 
make an Angle of the, Rumb B A Cy fo the diftance onthe Se 
| : | rom 


¥3600—tié« HE fe off the Meridian Lint. 
from A to Ctaken and meafured in the Meridian, according to the 


eftimaced Latitude of the places, fhall be found to be 6 gr. Wherefore © 


che:proporcion holds for che Seéfor. 


As AD, equal to B Cy the Sine of the Rumb from the Meridian, 
isto A C the Radius: ; 
So A Dehe difference of Longitudes, 
co AC che proper diftance upon the Rumb: 


According tothis, I take the lateral Radius, and make it a Parallel 
‘Sine of 33 gr. 45 m. which is here the Angle of the Rumb from the 
Meridian ; then I reckon § gr. $ inthe Lines of Lines from the Cen- 
ter, for che difference of Longitude: fo the Parallel caken from the 
terms of this difference, and meafured inthe Line of Meridians, ac- 
cording to the Latitudes of che places, fhall there fhew che diftance 
required to be about 6 gr. which are 130 Leagues. 

@rif the Rumb fall nearer co the Meridian, chac the lateral Radi- 
us cannot be fieted over in his Sine, this Prop. muft be wrought by 
iden entrance, and fo alfo ic gives the fame diftance as be- 

ore. - 

Orwe may find this diftance by the Table of Rumbs. For in the 
Table of thethird Rumby atthe Laticude of 50 gr. I find the Longi- 
cude of 38 ¢r: Gop. andthe diftanceof Se gr.13 p. To this Longi- 
sude here found, I add 5 gr. 50 p. for the difference of Longicude 
given: fo the compound Longitude will be 44 gr. 19 p. and this an- 
{wers co the diftance of 66 ¢r,15p. Then if I cake che one diftance 
out of the other, the remainder will be 6 gr. 2p. for the diftance re- 

uired, 
But if this diftance were to be meafured onthe common Sea-chart, 
it fhould feemto be almoft 10 gr. or at che leaft 197 Leagues, above 
77 Leagues more than the truth. 


9. By one Latitude, dif-ance, ana difference of Longitude, to find the i: 


Rum. 

‘As ifthe places given were A, in the Latitude of 50 gr: C ina gres- 
ter Latitude,bue unknown, the difference of Longitude between them 
being 5 gr-z, and the diftance6 gr. upon she Rumb. 

In the Chart [ct A B, D C, Meridians, be drawn through A and C, 

and 


\ 


4 


The Ufe of the Meridian Line. 137 
and a Parallel of Latitude through As then open the Compaffes ac- 
cording tothe Latitudes of the places, to E F the quantity of 6 gre 
iu the Meridian, and fetting the one foot in A, the other foot hall 
crofs the other Meridianin C : and if we draw the right Line AC, 
the Angle B AC fhail fhew the inclination of the Rumbro the Meri- 
dian, to be about 33 gr. 45 - Wherefore the proportion holds for 
the Seéor, 


As A C the proper diftance upon the Rum}, 
isto A Dthe difference of Longitude - 
So A C Radius, 3 
to AD, equal to BC, the Sine of the Rumb from the Meridian. 


According to this, I take the proper diftance 6 gr. out of the Line 
of Meridians, and lay ie on both fides of the Secfor from the Cen- 
ter; then I take the difference of Longieude § gr. + out of che Line 
of Lines, and co it open the Sector in ehe cerms of the former di- 
france: fo the Parallel Radius caken from between 99 and 90, and - 
meafured in the Sines, doth give about 33 g7- 45 ™; for che Rumb re- 


quired. 


Bue if this Rumb were to be found by the common Sea-chart, it 
fhould feem to beabove 66 gr. and fo almoft the {ixth Rumb trom the 
Meridian. | 


10. By the Longitude and Latitude of two places, to find their diftance 
upon the Rumb. 


Letthe Seitor be opened in the Lines of Lines unto a right Angle 
(as was fhewed before Cap. 2. Prop.7. ) then cake out the proper dif- 
ference of Latitude, and lay iton the one-Line, and she difference of 
Longitude, and lay it on the other line, fo as they may borh meet in 


-. the Center,marking how far they excend. For che Linetaken from che 
terms of their extenfion, and meafured in the Meridian, according to 
© sheir Latitudes, thall thew the diftance required. 


So if the places given were A and C, Ain the Latitude of §0 gr. 
C in the Latitude of 55 gr. the proper difference of Latitude fhali be 
the Line A B, and let BC thedifference of Longitude be 5 gr. 3. We 
fhall find that A C the diftance upon the Rumb ts about 6 gr. which 


make 120 Leagues; 
T For 


138 0 The U feof the Meridian Line. — 


aS ie Sle ere Vi PTE eee ee YS ee YDS ah) * fp tat Ne Pe ee ee ey Bae S Pee aera a or Re ei ee A ee 7 Soe ee hey we 
NS eaten S| ea re Fi r PK Fe eR AY eats CaS, ig ge Cana Ae Nite) ry Ph ESS AMON ebm ce bas ees Sa rs rue lt 


For inthe Chart, letan occult Meridian be drawn through A, and a. 4 
Parallel of Latitude through C, croffing the former Meridian in B, 
and aright Line forthe Rumb, from A toC, fo have we a Reétangle, 
Triangle A B C, whofe Bafe A C, takec and meafured in the Meridian; 
from E below sogr.to F, as much above §§ gr.doch containthe quan-; 
tity of 6 gr. 

In che tame manner the Sector being opened toa right Angle, inthe 
Lines of Lines; if we take the difference of Latitude out of the Line 
of Meridians, in his proper place from go gr. to 55 gr. end place it’ 
on one of the fides from the Center, to refemble AB, shen reckon 
che difference of Longitude onthe other Perpendicular Line from 
the Center to § gr. 2, inftead of BC, wetfhall have the like Re€tangle 
Triangle onthe Seéfor,to that which we had before on the Chart ; and 
if we take out the Bafe of ir, and meafure it in the Line of Meridians 
from below 5 gr. to as much above §§ gr. we fhall find as before, that ie 
containeth about 6gr. or 120 Leagues. 

But if this diftance were to be meafured onthe common Sea-chart, 
it fhould{eem robe almoft 7 gr, 4,or 245 Leagues ; which is 25 leagues 
more than the truth, ! ih 

13. Ry the Latitude of two places, and the diftance upon the Ramb, to 

find the difference of Longitude. 90-67 11b8P 


Let the Scéfor be opened inthe Lines of Lines toaright Angle, then 
take outthe proper difference of Latitudes, and lay ie on one of the 
Lines from che Center, then take the proper diftance witha pair of 
Compafles, and fecting one foot in the rerms of thedifference, turn 
the other foot to che other Line of the Seéfor, and it fhall there fhew > 
she difference of Longitude required. | 

So if the place given were A, inthe Laticude of 50 gr. C inthe La- 
titude of 55 gr. with 6 gr. of diftance one from another, we fhall find 


their difterence of Longitude tobe abour g gr. 3. 


For inthe Chart let a Meridian A B be drawn forthe one,and AC, 
A D, Parallels of Latitude for them both: Then open the Compaf- 
fes according to the Latitude of the places,to E F che quantity of 6 gr. 
inthe Meridians, and fetting one foot in A, having Latitudeof sogr. 
gurn the other tothe Parallel of 55 er, and ie fhall there cut off the 


required difference of Longitude BC § gr, 3. 


o bi n 


dj 
r..: 


The Ufe of the Meridian Line. 2" Bg 

Inthe fame manner, the Setter being opened toa right Angle, in che 
Lines of Lines : if we take the difference of Longitude our of the Lin 
of Meridians inhis proper place from sogr. unto 55 gr. and place it 
on one of the Lines fromthe Center; then take 6 gr. che diftance up- 
on the Rumb out of che fame Line of Meridians, according to the La- 
titudes of the places, and fet the one foot in the cerm of the former 
difference, turning the other foot to the other Perpendicular Line, we 
fhall find chat ic will crofs ie about § gr.4 from che Center,which is the 
difference of Longitude required. 

But if this difference of Longitude were to be found by the com- 
mon Sea-chart, it would feemto beonly 3 gr. 20m, whicd is more 
__than2 gr.10 m. lefschan the truth. | 


12. By one Latitude, diffance and difference of Longitudes, to find the dif~ 
ference of Latitudes. 


Let the Sestor be opened in the Line of Lines coaright Angle, and 
let the difference of Longitude be reckoned inone of thofe Lines 
from the Center; then take the proper diftance with a pair of 
Compaffes, and fetting the one foot in che term of the former dif- 
ference, turn the other foot to the ocher Line of che Secor, and ie 
fhall thence cut off a Line, equal to the proper difference of Latitude 
required. i 

So if the places given were A and C,A inthe Latitude of so gr.C in 
a greater Latitude but unknown, the difference of Longitude becween 
chem § gr. z, andthe diftance upon the Rumb6 gr. or 120 Leagues, 
we fhall find che difference of Latitude to be § gr. 

For in the Chart, let occule Meridians be drawn through A and C, 
and a Parallel of Latitude through A, then open the Compaffes ac- 
cording tothe eftimated Latitudes of the places co E F the quantity 
of 6 gr. inthe Meridian, and fetting the one footin A, turn the other 
to the Meridian drawn through C, and it fhall there cut off the Line 
D C, which is the difference of Latitude required. | 

In the fame manner, the Se&or being opened toa right Anglein - 
che Line of Lines, if in the one Line we reckon the difference of 
Longitude from the Center to § gr.3, then taking 6gx. for the di- 
ftanceourof the Line of Meridians, according to the Latitude of the 
places, we fer the one foot in the term of the given difference, and 


turn the other foot to the other Perpendicular te we fhall find that 
2 it 


146 The Ufe of the Mérvidian-line. a 
‘itcutsa Linefromit, which takea and meafured in the Line of Meri : 
dians, from §0 gr. on forward, doth fhewthe diff erence of Laticude 


mon Sea-chart, it would feem to be only 2 gr. 25 m, which is 2 gr. 


ve, SGT ee. + wy { ns ae vey a a e « mm A > 
a ; ; Pea hs Bs NEPA SUBReM ITED Sy, aetes Ea ¢ rw Oe ee 
| ‘RCo Soa 


to be asbefores gr. iz een 
But if. this difference of Latitude were co be found by the com- 


35 m.lefs than the cruch. Such is the difference between both thefe — 
Charts. | 


THE 


ESE ge te IE IS EG LE ALE a a etitetn 


, 


THIRD BOOK 


OF THE 


SEC TOR, 


Containing the Ule of the particular Lines. 


He Lines of Lines, of Superficies, of Solids, of Sines, wich the 

laceral Lines of Tangents and Meridians, whereof I have here- 
unto fpoken, are thofe which I principally intended, chat little 
room en the Seftor which remaineth, may be filled up with fuch parti- 
cular Lines, as each one fhall chink convenienc for his purpofe. I bave 
made choice of fuch as | chought might be belt prickt on without hin- 
? usin the fight of the former, viz. Linesof Quadrature, of Segments, 
of Infcribed bodies, of Eguated bodies, and of Metals. | 


vo anand 


CHAP LT 
Of the Lines of Quadratures- 


He Lines of Quadrature may bs known by che Jetter Q, and by 
fi Gate place between the Lines of Sines. Q_ fignifieth the lide of - 
a Square; 5 the fide of a Pentagon with five equal fides, 6 of a Hexa- 
gon with fix equal fides, and (0 7, 8,9, and 10. Sftands for the Semi- 
diameter ofa Circle, and 90 fora Line equalto 90 gr. in the Circum-. 


ference. The ufe of them may be: 


5. Tomake a {qaare equal to aC ircle given 3 
2, To make a Circle equal tea Square givens 


NOUS @ 


Of the Line of Quadr 


BI 


Hes 


eis D 
If the Circle be firft given, take his Semidiameters and to it open 
the Seétor in the Points at S$: fo the Parallel taken from between the 
Points at Q, fhall be the fide of the Square required, | 

If the Square be given,take his fide, and to it open the Seéler, in the 
Points at Qs So the Parallel caken from between the Points at S$, fhall 
be the Semidiameter of the Circle required, , 

~ Let the Semidiameter of the Circle given be AB, the fide of the 
Square equal unto it fhall befoundtobeC D. mee 


3. To reduce aCircle Siveny or a Square inte an equal Pentagon, oy — § 
other like fided and like angled Figure, | | 


Take the fide of the Figure given, and fit it over in his due Points « 
fo 


; . | Of the Lines of Seg meHhsa. ; 143 a 
fo the Parallels taken from between the Poincs of the other Figures, 

_ fhall bethe fides of thofe Figures : which being made up with Equal 
Angles, thall be all equal one to the other, . 7 | 


. 


Let the Semidiamerer of the Circle given be A B, the Gide of an 
Hexagon equall,to this Circle, thall by thefe means he found to be 
GH>5 and che fides of an O@agonto be IK, Other Planes not here 
_ fet down, may firft be reduced into aSquare, by che fixth Prop. Su- 
perf. and then into a Circle or other of thefe equal Figures, as be- 
fore. Wf Pade y ‘vat a: 
4. Tofind aright Line, equal to the Circumference of a Circle,or other 
part thereof. 


Take the Semidiameter of the Circle given, and to it open the Se-. 
éisr inthe Points atS; fo the Parallel taken from between the Points at 
_ 90 in this Line, fhall be the fourth part of the Circumference: which. - 
_, being known, the other parts may be found one by the fecond and. 
third Prop. of Lines. 

Thus if the Semidiameter of the Circle given be AB, the righe 
Line E F fhallbe found to be the fourth pare of che Circumference. 
Therefore che double of E F fhall be equal ro the Circumference of 
180 gr. and the half ot EF be the Circumference of 45 gr. and foin 
the reft. 


* 


CHAP. Il. 
Of the Lines of Segments. 


He Lines of Segments which are here pleced between the Lines. 

of Sines and Superficies and are numbred by 5, 6, 7, 8,9, 
10, do reprefent the Diameter of a Circle, fo divided into a hundred 
parts,asthata right Line draw through thefe parts, Perpendicular co 
the Diameter, thal! cut the Circle into. two Segment’y.of which the 
greater Segment {hall have that proportion to the whole Circle, asthe 
partscuthave ro 100. Theufeof them may be, 


1, Todivide aCirclegiveninto two Segments according to a Proporticn 
given, 2, Lo 


544 Of the Limes of Segments: 


aed 


a. To find 4 Proportion between a Circle and bes Segneente given. 


Let the Seétor be opened in the Points of 100 co the Diameter of 
the Circle given: fo a Parallel:taken from the Points proportionas 
+t ro the great Segment required, fhall give the depth ‘of that greater 

egment. 

‘Or if che Segments be given, ‘let the Seftor be opened as before; 
then take che depth of the greater Segment, and carry it Parallel to the 
Diameter s fo the number of Points wherein they ftay, fhall fhew che 
proportion ¢0 100. ! 


. Of the Lines of Inferibed Bodies 146 
Asifthe Diamecer of the Circle given were BL, the depth of che 
greater Segment L O being 75, doth fhew the proportion of the Seg- 
mentO MLN tothe Circle, to be as 75, to 100; viz. three parts of 


‘four. 
Hence I might thew, if there were any ufe of ir, 


2. To find the fide of 4 Square, equal to any known S egment of a Circle. 


‘The fide of a Square equal to the whole Circle, may be found by the 

former Chap. and chen having the proportion of the Segment to the 
Circle, we may diminifh the Square in fuch proportion by chat which 
hath been fhewed Lib.t. Cap. 3. Prop. 3. 


CHARIS 4 
Of the Lines of Iafcribed Bodiese 


He Lines of In/cribed Bodies are here placed between the Lines of © 
Lines,and may be known by the leteers D,S,1,C,O;T, of which D 
_ fignifieth the fide of a Dadecabedron, I of an I/cofahedron, C of a Cube, 
Oof an O&zahedron, and T of a Tetrahedron, all infcribed into the fame 
Sphere, whofe Semidiameter is here fignified by the letter S. 

_. Theufe of thefe Lines may be, } ie 


1. The Semidiameter of a Sphere being given, to find the fides of the five 
regular Bodies, which may be infcribed in the [aid Sphere. 

2; The fide of any of the five regular Bodies being given, to find the Semsi- 
diameter of a Sphere, that will circnm{cribethe [aid Body. 


If the Sphere be firft given, take his Semidiameter, and to it open 
the Seélor inthe Points at S:if any of the other bodies be firft given, 
cake the (ide of it, and fit it over in his due Points : fo the Parallel ta- 
ken from between the Points of the other bodies, fhall be the fides of 
thofe bodies, and may be infcribed into the fame Sphere. 


Dit. schol allie Re Ei y oan a ae 


| ieee 


146 or | Of the Lines of Metals. 


So if che Semidiameter of the Sphere be AC, the fide of che Dode- a 
cahedron infcribed fhall be DE, habe ee 


Of the Lines of Equated bodies. . 
He Linesof Equated bodies, are here placed beeween the Lines of 


Lines and Solids, noted with thefe letters D,I, C, S, O, T, of which 
D ftands for the fide of a Dodecahedron, I for the lide of an /cofahedron, 


_ Cfor the fide of a Cube, Sforthe Diameter of aSphere, Oforthefide 


of an Uftabedron, atid T for the fide of a Tetrahedron, all equal one to 
the orher. Tise ufe of thefe Lines may be, 


1. The Diamatter of a Sphere being given, tofind the fides of tke five ree : 
gular bodies, equal to that Sphere. . a 
2. The fide of any of the five regular bodies being given, to find the Dia- 


meter of a Sphere, and the fides of the other bodies, equal tothe fr ft 
body given. | 


If the Sphere be firft given, take its Diameter, and toitopenthe .— 
SeGor inthe PoinetsatS: if any of the other bodies be firtt given, 
cake the fide of it, and fic it over in his due Points, fothe Para'lels ta- md 
ken from berween the Points of the other bodies, (hall be the fides of 
thofe bodies equal co the firft body given, : 

Thus in the lait Diagram, !f the Diamerer of “a Sphere given be BC, 


the fide of the Dodecahedron equal co this Sphere,would.be found to be 
FG, | ey 


CH AP... Ve 


Of the Lines of Metals. 


He Lines of AZetals are here joyned with thofe before o 
~ & lodies, and are noted with thefe Charaers, 
of which © ftands for Gold, ¥ for Quickfilver 
~vers-@ for Copper, @ for Irony and 1 for Tin. 


f Equated 
‘OF Q, hyd; Perore ae q 
» hfor Lead, Ytor Sil-e 
The.ufe of them isto 
give: ; 


Of the Lines of Metals, 147 
give a proportion beween thefe feveral Metals, in their magnitude and 
weight, according to the experiments of ALarinus Ghetaldus, in his 
book called Promotus eArchimedes. 


I. In like bodies of feveral Metals, and equal weight, having the magni - 
tude of the one, to find the magnitude of the reff. 


Takethe magnitude given ont of the Lines of Solids, and to itopen’ 
che Seétor in the Points belonging to the Metal given: fo che Parallels 
caken from berweenthe Points ot the other Metals, and meafured in 
the Lines of Solids, thall give che magnicude of their bodies. 

Thus, having Cubes or Spheres of equal weight, but feveral Mee 
tals, we hall find, thac if shofeof Tin contain tooco D, the others of 
Iron willcontain 9250, thofe of Copper 8222, thofe of Silver 71615 
thofe of Lead 6435, thofe full of Quickfilver 5493, and chofe of 
Gold 3895. | Be | 


2. In like bodies of feveral Adetals and equal magnitude, having the 
- sweight of one, to find the weights of the reft. 


This Propofition is she converfe of che former, the proportion noe 
dire&, but reciprocal, wherefore having two like bodies, take the gi- 
ven weight of the one out of the Lines of Solids, and to it open the 
Seftor in the Points belonging co the Metal of the other body : fothe 
Parallel taken from the Points belonging to the body given, and mea-" 
fared inthe Lines of Solids, fhall give the weighs of che body required, 

Asif a Cube of Gold weighed 38/. andit were required to know 
the weight of a Cube of Lead having equal magnitude. Firft I take 
38 /, forthe weight of the golden Cube out of the Lines of Solids, 
and put it over in the Points of k belonging to Lead : fo the Parallel 
caken from between the Pointsot @ ftanding for Gold, and meafured 
inthe Lines of Solids, doth give the weight of the leaden Cube requis 
red to be 13 /. : 

Thus ifa Sphere of Gold fhall weigh toooo, we fhall find that a 
Sphere of the fame Diameter full of Quicklilver fhall weigh 7143, 8 
sphere of Lead 6053, a Sphere of Silver $438, a Sphere of Copper 
4737,4 Sphere of Iron4.210, and a Sphere of Tin 3895; 


U2 3:08 


ms | of the Lines of Metalse | 


3. A body being given of one Adetal, to make another like wuto st of ane 
other Metal, and equal weight. eee 

Take out one of the fides of the body giver, and pur it over inthe 

Points belonging to his Metal: foche Parallel caken from between the 

Points belonging tothe other metal, fhali give che like fide, for the 

body required. If ic bean irregular body, fee the other like fides be 
found out in the fame manner, ) 


a Bs 


Let the boty given be a Sphere of Lead containing in Magnitude 
36 d, whofe Diameter is A,to which Iamto make a Sphereof Iron,of 
equal weight: If Irake out the Diameter A, and put it over inthe 
Points of & belonging to Lead, the Parallel cakenfrom berweenthe ~ 
Points of &, ftanding for Iron, fhall be B, the Diameter of the Iron 
Sphere required. And this compared with the other Diameter, inthe 
Lines of Solids, will be found to be 23 d. in magnitude. 7 


4. A body being given of one Metal,to make another like unto it of ancther 


Metal, according to aweight given. 


Firft, find che fides of alike body of equal weight, then may we ei- 
ther augment or diminifh them according to the proportion given, by 
that which we fhewed before in the fecond and third Prop. of Solids. — 

_ Asif chebody given were aSphere of Lead, whofe Diameter is A, 

_and it were required to find the Diameter of a Sphere of Iron, which 
fhall weigh three times as muchas the Sphere of Lead: Itake A, and 
pueit over inthe Points of b, his Parallel taken from between the. 
Points of &, fhall give me Bfor the Diameter of an equal Sphere 
of Tron: if this be augmented in fuch proportion as 1 wnto 3,itgiverh 
C, for the Diameter required. _ a 


CHAP, 


\ 


CHAP. VI." - 


Aving fhewed fome ufe of. the 


. MLines on the flae fides of the 
Secor, there remain only thofe on 


the edges. And here one half of the 


Of the Lines on the edges of the Settor. 


outward edge is divided into inches, 
and numbred according to their di- 


ftance from the ends of the Sefor,  *"" 


Ass in the Sector of fourteen inches 
Jong, where we find 1 and.13, it: 
fheweth that divifionto be zinch. 
from the nearer end,and 53 inches 

from the farther-end of che Seéor,. 
The other half containeth a Line 


45 4, oucof the number of degrees 


this double remainder being added, . 
fhall make upthe Tangent of the. 
degrees required, 


_ As if A Bbeing the Radius,and 
BCthe Tangent Line, it were re- 


of leffer Tangents, to which the 
Gnomon is Radius; They are here: 
continued to 75.gr. And if there be 
need to produce them farther, Take 


required, and double the remain- | 
der: fo the Tangent and Secant of : 


gr. If wetake 45 gr. outof 75 gr. 
the remainder is 30 gr. and the 
double 60 gr.whofe Tangent is B D, - 
and the Secantis A D: if then we- 
add A DtoBD, it maketh BC,the - 
Tangent of 75 gr, which was requi- 
red. Inlike fort, che Secant ot 62 
&r. added to the Tangent of 61 grs 


givech , 


quired to find the Tangent of 75: 


® 


| a 
pea SRE eNOS EEE 
WA 


os 

ee \ 
e ee 
. 


e 
o*? 
eee 
< 
oe 


a? 
. ance 
ee i bos 
Raab ES 
° reg ; a 
? x aa 
° 
ie *s as > tr 
e Ni *S 
Bs ° 
° o9.N *s, H 
*. ob y" ‘ af 3 
. .* e 
O8}..-4 * 
se heat 
we ae: 
* ° 
a 
vi 
% 
\ 


aw* 
4 


= 7 at 
rs “de PEEH ie 


ae aes feed ae eae — | ie ae oe 


a 
es 
wren” 
e 
po? 
@ posse es 
2 et 
e 
ae? 


hay Aes : Vo SpA > SNE ROR LST BSB EI tein Sh eR er, 2p ARUN eer eS aC TO Ve Ae 
iy 7a oad Bt igh 4 Aa \ 
ee (phere y By 
-' 


er SLO eA. 
wy 7 2 ate j Pa P hak ‘ha i) 


Neo. we OF the Lines on the edges of the Sector. 


giverh che Tangent of 75 eri 30%. and the Secant of 62 gr. added to 


the Tangent of 62 gr. givech the Tangeft of 76 gre and fo in the 
reft. Theuleof thisLinemaybe, 


To obferve the Altitude of the San. 


" "Hold the Seétor fo as the Tangent B C,may be Vertical,and the Gao- 
‘mon B A, parallel coche Horizon ; thencurnthe Gnomon toward the 
Sun, fo chat ite may caft a fhadow uponthe Tangent, and the end of the 
fhadow hall thew the Altitude of the Sun. So if the end of che Gno- 
monat A, do give a fhadow unto H, it fheweth that the Altitude is 38 
gr. 2 if unto D, then 6o gr. and fo inthe reft. 


There is another ufe of this Tangent Line, for the drawing of the 


hour Lines upon an ordinary Plane, whereof I will fer down thele Pro- 
Ppolitions, 


1. To draw the hour Lines upon an Horizontal Plane. 
2. To draw the hour Linesupon a dirett Fertical Plane. 


Firft draw aright Line A C for the Horizon, and the Equator, and 
-crofs itat the Point A, about the middle of the Line, wich A B an- 


other right Line, which may ferve for the Meridian, and the hour of | 


12; thentake out 1g gr. outof the Tangents, and prick them downin 
the Equator on both fides from 123 fo the one Point fhall ferve forthe 
hourof 11, and the other for che hour of 1. Again, takeout che Tan- 
gent of 30 ¢r, and prick it downin the Equator on both fides from 12 : 
fo the one of thefe Points fhall ferve for the hour of 10, and che other 
for the hour of 2. In like manner may you prick down che Tangent of 
45 gr. for the hours of 9 and 3, andthe Tangent of 60 gr. forthe hours 
of 8 and 4,and the Tangent of 75 gr.for the hours of 7 and 5. 

Or if any pleafe to fet downthe partsof an hour, he may allow 
7 gr. 30 m. for every half hour, and 3 &r. 45 m. for every quarter. 
This done, you are to cOnfider the Latitude 
lity of the Plane. So che Secant of the Latitude thall be the Semidia- 

meter ina Vertical Plane, and the Secan 

Latitude in an Horizontal Plane. 

For example, about London, 
Plane be Vertical. If you cake 


. it PAV, the Secant of Sf gr. 30 m, out of 
the Seéfor, and prick it down i 


n the Meridian Line from AtoV, the 
Poing 


~ 


I a ee ae eer 


of the place, and the qua- _ 


tof the Complement of che — 


| 

7 

7 
SY 
Ji 
2 
- 
} 


Cen we 
ee 


ae 


the Latitude is Sl ers 30m, andlerthe 


yom se ag ~ 
Wn s* 22 ee 


a ————— — ————— = 


y 


152 ss The Ufe of the leffer Tangent: i 


— Point V fhal be the Center: and if you draw right Lines from V un- 


0 11, and 10, and the reftof the hour Points, they fhallbe che hour 
‘Lines required. | 


But if the Plane be Horizontal, thenyou are to take out AH the 


Secant of 38 er. 30 m. for the Semidiameter, and prick it downin tke | 


Meridian Line from A unto H; fo the right Lines drawn from the 


Center H untothe hour. Points, fhall be che hour.Lines required ; on- 


ly the hour of 6 is wanting, and that muft always be drawn Parallel co 
the Equator, through the Center V in a Vertical, through the Cen- 
cer H, inan Horizontal Plane. 

This being done, if you fetche Lines A H, H V, to aright Angle 
(HAV) the right Line H V the Bafeof this Triangle thall be che 
Axis of the ftyle for éither Plane, 
3. To draw the hour Lines ona Polar Plane. 

4. Te draw the hour Lines on a Meridian Plane. 


Ina Polar Plane the Equator may be alfo the fame with the Horizon- 
tal Line, and the Hour Points may be pricked on as before,but the hour 
Lines maft be drawn Parallel tothe Meridian? 

Inthe Meridian Plane, the Equator will cut the Horizontal Line 

with an Angle equal tothe Complement of the Latitude of the places 
then may you make choice of the Point A, and there crofsthe Equator 
‘with aright Line, which may ferve for the hour of 6: fo the Tangent 
of 15 gr. being pricked down in the Equator on both fides from 6, fhall 
ferve for the hours of and 7; and the Tangent of 30 gr. for the hours 
of 8and4, andthe Tangent of 45 gr. for the hours of 3 and gs and 
the Tangent of 60 gr. for the hours of 2 and 10; and the Tangent of 
75 gr. for the hours of 1. and 11. Andsf you draw rightLines through 
thefe hour Points, croffing the Equator at right Angles, they thall be 
the hour Line required. | 


The Subftilar will be the fime with the Hour of 12 in the Polar 


‘Plane, and with ehe hour of. 6 inthe Meridian Plane: the Axes of the 
ftile may be Parallel to che Suitilar in either Plane according to the 
diftanceof the third hour fram che Subftilar. : 


§. Todraw the biar Lines ia a Vertical Declining Plane. 


Firft, draw A V the Meridian, and A E the Horizontal Line, 
a crofing 


The Ufe of the belfer Tangent. 353 


& 


AS A CM A ON TS GA oD. . ER 


croffing one the other at right Angles in the point A. 
_ 2.Then take oat A V,the Secant of the Latitude of che place,which 
you may {uppofe to be § f. gr.30 m, and prick it down in the Meridian 
Line from A unto V: ees 
3-Becaufe ic is adeclining Plane, and you cen fuppofe itte decline 
42 fo 


354 The vfeof theleffer Tangent = = 
4.0gr. Eaftward, you areto wake an Angle of the Declination upon 
‘the Center A, below the Horizontal Line, and tothe left hand of the — 
Meridian Line, becaufe the declination. is Eaftward, for ocherwifeic _ 


a oe VPs) ee -- fe ay ve ve. Mie 1% 4 Peat aka 
\ eee 


thould have been to the right hand, if the Declination had been Welt- 
ward. oe | 
4. Take AH, the Secant of the Complement of the Latitude out of 
the Sector, and prick is down inthe Line of Declination from A unto 
H, 3s you did before for che Semidiameter in the Horizontal Plane. 

5. Draw a Lineat full lengeh through the Point A, which muft be 
Perpendicular unto A H, and cut the Horizontal Line according tothe 
Angeles of Declination, and ic will be asthe Equator in the Horizon- 


‘tal Plane. | : “a 


6e Takethe hour Points out of the Tangent Line inthe Seéfor and 
prick them dowa in this Equator on both fides from the hour of 52 
arA. f 

7. Lay your Ruler, and draw right Lines through the Center H,and 
each of thefe hour Points: fo have you all the hour Lines of an Hort- 
zontal Plane, only the hour of 6 is wanting, and that may be drawn 
through H Perpendicular to H A. | | 

Laftly, you areto obferve and mark the Interfections, which thefe 
hours lines d» make with A Eche Horizontal Line of the Plane: and ~ 
then if you draw right Lines through the Center V;, and each of thefe 
Interfeétions, they fhall be che hour Lines required. 

The LineH F drawup tothe Horizon, and Parallel tothe Meridian, 
will give the Subftilar VF: The Line FG drawn Perpendicular ta-= 
V F, and equal co F H, will give VG, the Axis of the file, M 


j ‘ 
el 


% 


6, To prickdown the bosr Points another way. 


Having drawn a right Line for the Equator as before, and made © 
choice of the Point A, for the hour of rz: you may at pleafare cut 
off two equal Lines A ie,and A 2. Tien upon the diftance between | 
roand 2, make an Equilateral Triangle, and you fhallhave Bforthe — 


— Center of your Equator, and the Line A B fhall give the diftance from _ 


Ato 9, and from A to 3.. That done, take out the diftance between _ 
aod3, and chis fhall give che diftance from B unto 8, and from B 
unto 43 again, from 4tort,and from 8 unto'r, andalfo from 8 to 7. 


So have you the hour Points, and if' youtake our the diftance B1,B 3. 
Bs, @c. You may find she Points not only for. the half hours, bucalfo ~ 


tor the quarters, 
? 


But 


bi 


| _ The vfe of the leffer Tangent. 155 
But if it fo fall our, that ome of chefe hour Points fall out of your 
Plane, you may help your felf by the larger Tangent, both in the Ver- 
tical, and Horizontal Planes. : | 
For if at the hour Points of 3 and 9,in the Scheme of the Horizontal 


* 


and Vertical Dials, you draw occult Lines Parallel to the Meridian ; 


che diftances D C between the hour Line of 6, and the hour Points of 
3 and 9, will be equal to the Semidiameter A V ina Vertical, and AH 

in a Horizontal Plane, and if they be divided in fuch fort as the Line” 
A Cis divided, you fhall have the Points of 4, and 5, and 7, and 8,with 

their halfs and quarters, . 

Asinthe Horizontal Plane, take out the Semidiamerer AH, and 
make ita Parallel Radius by fitting it over in the Sines of 90 and 90: 
Then take 15 gr. outof she Jarger Tangent and lay them on the Lines 
of Sines, where they will reach from the Center unto the Sines of 


15 gr. 32 ms. therefore take out the Parallel Sine of 1s gr. 32 m, and it 


~ 


fhall give the diftance from 6 unto 5, and from 6 unto 7, inyour Ho- 
rizontal Plane. That done, take ous 30 gr. ourof the larger Tangent, 
and lay them on the Sines, from the Center unto the Sines of 3§ gr. 


“36 m. and the ParallelSine of 35 gr- 16m. fhall give you the dittance 


trom 6 unto 4, and from 6 unto 8, in your Horizontal Plane.. The like 


may be done for the half hours and quarters. 
~ So alfo in the Vertical declining Plane. If you firft take outthe Se- 


| ~ cant of the declination of the Plane, and prick it down in the Hort- 


zontal Line from A unto E, and through E draw right Lines Parallel 
to the Meridian, which will cutthe former hour Lines of 3 and 9, or. 
one of them in the Point C; then take out the Semidiameter A V, and 
and prick i¢ down in thefe Parallels from C unto D, and draw-right 
Lines from A untoC, and from V unto D, the Line V D fhall beche 
hour of 6, andif you divide thefe Lines A Cand DC, infuch fore as 
you divided the like Line D Cin the Horizontal Plane, you fhall have 


_ allghe hour Points required. 


r you may find the Point D, in the hour of 6, without knowledge 
either of Hor C. For having prickt down A V in che Meridian Line, 


‘and A E inthe Horizontal Line, and drawn Parallels to the Meridian 


through the Points at E,you may take the Tangent of the Laticude our 
of the Sector, and fit it over inthe Sinesof go and go: fo the Parallel 
Sine of the Declination meafured inthe fame Tangent Line, fhall there 
fhew the Complement of the Angle D V A, which the hour Line of 6 


‘maketh with the Meridian; then having the Point D, take our the Se 


x2 midiameter- 


ee 
" Val } 
i aa 


yt 


156 ae The Vfe of the leffer Tangent. 


midiameter V A, and prick ic down in thofe Parallels from D unto C:: q 


fo fhall youhsve the Lines DC and A Cro be divided as before, 

The like might be ufed for the hour Lines upon all other Planes, But 
I mut not wrice all chat may be done by the Seétor, It may fuffice thae 
T have wrote fomething of the life of each Line, and thereby given the 
ingenuous Reader occafion to think of more. 


The Conclufion to the Reader. 


| hide wel known to many of yor, that this Seor was thus contrived, the 
moft part of this Book. written in Latine, many Coptes tranfcribed and: 


difperjed more than fixteen years fince. I am at the left contented to give way -— 


that it come forth in Englifh. Not that I think it worthy either of my labour, 
or the publick view, Lut partly to fatesfie their importunity, who not under- 
Standing the Latine, yet were at the charge to bay the Inftrument, and partly. 
for my owneafe. For as it ts painful for ethers to tranferibe my Copy, fo it as. 
sronblefome for me to give (atisfattion herein to all that de/ire it. If J find. 
ats £0 give yor content, it (hall inconrage mse te do the like for my Crofje 
ftaft, and fome other Fxftruments. In the mean time bear with the Printers 


faults, and fol reft, 


Grefham Coll. 1Maij. 1623. E.G. 


. 
FINIS.. | 


es 


‘THE 


er ea ee PS ee eS AORN iy? me BR ey i t Ape 5 = 
‘i a ama E r! ea B 
(eat ) 5 4 ~ 
a) Ps . s aes 
‘. 
; “ : F 
_ . ‘ A a. i? 
x i ' 
ql ’ 
\ 
i _* 
- 
; 


ALTERED: 
AND 


Other SCALES 


ADDED: : 
With ahs and Ule thereof. 


ens: 


Invented and ‘written by. ah Samuel: — 


Fofter, fometime publick Profe(for of Aftronomy, | 
a Grefham Colledge in London. 


And now Publithed by VV, L. 


saeieneee Gemtrentesinnss anemee 


LONDON, .- 


Pringed by Andrew Clark, 1673. 


te eee 


ae” 
Tey 
FR Ea 


Tig) vw? 
re . , : : 
Rar) sere naagy » guectca ype die sel sbiktin bosses Rie dts Mei, nian des ao ahaoinea 


a ‘ 
sce ep natty RAR th pei rag 


aed ea ok tie eo! 


oe 


en re eae 


ys - 


te Babs (Be. ai] i 
de a A i hein Re ae gh a da fr 

* a da 

pm / av 


ad 2 
Ce 


ae 7a a” ee 
BERRA RSA SOARED SE: ORAR BARRE RARER SD IRS 
| BINNS e ee eeeTee sueeereveveereiess 
fog ee 


) p . 
3 ch ve 
4 0 
~ - ; 
= ; 
% ie a 
‘ - pend 7. % 
- c y \ 
i ‘ 


ALTERED. 


a 
3 


| CHAP. L 
Of the Sector in general, 


Sep Monet the many Writers that bave been upon the 
Sector, Mr. Gunter hath done belt, the Lines of his In- 
ftrument being moft in number, ard of che mot for- 


partly becaufe he had no Line of verfed Sines, (of which inhis Book - 
there is good Ufe, and might have been much more ) but inftead 
thereof he is compelled to ufe che Line of right Sines, which is bur 
half of the whole Scale of verfed Sines, and belides the pares of it ftand 
the contrary way, fo that the fitting of the proportional terms where=. 
by to work with halfe the Scale inftead of the whole, and then the 
application of the parts, from one endo the other, will be nora little 


troublefome. : 
) To. 


“160 | My, Samuel Fofter his a 
_ Toremedy thefe and other like defects, I have altered the formo ; 
the Se&tor once more, VRS | : a 

t, By diminifhing the number ‘of the old Scales, for inftead of 
two of each kind, here is but one. . a 

_ 2. By taking the Meridian Line quite away ; and fupplying the Ufe 

thereof by other means. 

3. By bringing the Scales of Tangents and Secants ro the Center. 

4. By addinga Lineof che Verfed Sines, and fome other Scales of 
g0od ufe, He 

5. And by changing the form of working upon the Inftrument : of 
all which things I fhall give an account in this following Treatife : but 
fir ic will be requifite to defcribe the order and difpolition of the 
Lines, how each of themistobeplaced. 


CHAP, I. 
How the feveral Lines are difpofed upors the Settor, 


XX 7 Hereas in other Sectors there are always two Lines of one : 
. kind, upon each Leg one, anfweringtothe likeScaleuponthe —__ 
other Leg, in this there is bue one Line of one kind, from whence it 4 
comes to pafs, that one fide or flat of chis Sector holds all the Scales | 
that are drawn from the Center, and do fill up both fides of the other, 
_ and by thismeansthe other fide is free for other Scales. 
- Upon one Leg therefore of the firft fide are: 
I. A Line of equal parts. 
| 2. A Line of Solids, and between thefe two Scales and the edge, 
there are inferted two particular Scales more. Namely, I, 
3. Of Infcribed bodies. } i 
« 4 Of Squated bodies,with a Scale of Metals. So again, upon the 
-other Leg, there are: 
5. The Lines of Sine:. | 
6. The Lines of Superficies, and between them two Scales and the 
-edgeare infcribed twoother particular Scales sas, 
7» The Line of Quadrature. And, 
8. Segments. Allthefe Scalesare drawn from the Center, andbe- 
ing meafured from thence, are all of one length: and do lie at {uch — 


Angles 


alteration of the Sectors 161 
Anples one fromanother, and to the edges of the Sector, will sive 
them convenient diftance. So that this one fide of the Inftrument dah 
~ now contain fo many Lines of Scales, coming from the Center, as were — 
before on both fides. | Tighe ee 

Upon the fecond fide of the Seétor are four Scales, two upon one 
Leg, and two upon the other. As namely upon one Leg, 

9. Verfed Sines, with a Zodiack Line annexed to tt. 

10. A Line of Tangents going up to 63. gr. 26 mm. 

11. A Line of Secants going up to60gr.: 

12. A Line of Chords going up to go gr. 

All thefe are drawn from the Center, and all of one length with 
chofe on the other fide of the Inftrument. The Radius of the Verfed 
Sines, Tangents, and Secant Lines are jufthalf of the whole inicribed 
Lines, and fowill be of very good ufe inthe working of proportions, 
and in the projecting of the Sphere very commodious. 

The defcriptions of each Scale may be made by thofe Tables, and In 
ehat manner that Mr. Gwater hath directed. , 

Between thefe four Scales may be placed other Scales of good ufe, 
‘tending cowards ( though not ruaning upto ) che Center,as a Tangent 
of three hours of good ufe in Dialling, and other the like Lines. 


Of the other Lines infcribed on the edges and [pare places of the Seétor. 


If the Seétor be made of wood, ic will require fome comperent 
thicknefs, fo ehat the edges will be large enough to receive fome ufe- 
ful Scales alfo, - | 

The Seétor then being opened, and fo made a ftreight Rular ; the 
outer edge hath infcribed upon it the three ufual Scales of Logarithme- 
tical! Numbers, Sines and Tangents. The inner edge hath two Scales 
uponeach Leg, one pair of chofe Scales upon one Leg,is to find the 
mean Diameter, andone of them is divided into 14. equal parts, the 
other (of the fame length with it ) is divided into 26 equal parts, each 
of them fubdivided decimally. The other pair of Scales upon the 
other Leg is alfo divided equally, one of themcontaining four parts, 
which are to reprefent feet, and the other being of the fame length 
‘¢ divided into 400 parts, reprefenting Inches of the former 
Feet, and each of chefe reprefentative, both feet and inches are {ub- 
divided decimally. And again, upon the ewo flat edges of the 
Seétor thus opened ( near the outer edge ) are infcribed two peculiar 
Scales (upon one edge ) of equal parts for it Sas Ale pene | 

Jpon 


Y at wn ee) ae RD eS a ee a 5 


162 © _ Mr. Samuel Fofter bis | 
Upon the other flat fide are two Scales more, each equal to the other, 
both of a juft foorinlength ; one is divided into 12 inches, and each 
inch fudivided Decimally, the other is divided into 10 equal parts,and 
each of them again iato 10. Thefe two Scales ferve for trueinch and _ 
trve foor meafure. c | 
In this manner are the Lines difpofed, now follows, 


CHAP. Iti, 
The general ufe of the Sector ,and the manner of working upon its 


Wee works that are performed upon the other Se€tor when it is 
fhut, are alfo performed by this, and in the very fame manner. 
Bucthe chief ufe of the Seétor is, by having three terms givento 

find a fourth proportional chat the fourth may be to the third as the {e- 
condisto the firft. And if thefecond and third cerms fall outtobe 
the fame, chenche proportion is called continual, becaufe the fecond 
term is twice repeated, and fo the next term continued in the fame pro- 
portion toit, that the fecond was co the firft. But if the fecond and 
third terms be different, then isthe proportion called difcontinual,. 
_ becaufe the proportion that is between the firft and the fecond, though 

it bemade good again between the third and che fourth, yerie dif- 
continued between the fecond and the third terms. Now becaufe this 
kind is molt frequent, and the former may be referred to this, ( if the 
fecond term being twice repeated, be takenas two, namely, asthe fe- 
cond and. third : } I will thew in general 


How by three terms given in any kind, tofind a fourth. 
Firft, Difpofe the three terms given fo, as that when they are of 


divers kinds, the firft and che third may be of one kind,and thefecond ~ i 


and fourthof another, though this difpofition be not always necefla- 
ry, yet for che working upon the Seétor it will for the moft part be. 
convenica:. 

When the terms are fo ordered there will three things hence fol= 
Jow. The firft will be to know upon what Scale the Work wil! be per=" 
formed, when the terms are not all of one kind, the other «wo will be 
Rolesand Direétions in what manner to work. | 


Firit, Therefore you muft refer eachof the two firttermstoits 


proper 


\ 


; si CF: TES. : } Se 
4 
& 1 
. 163 


3 alteration of the Setter, 
proper Scale, then comparing the fecond cerm with the firft, fee whicta 
of themis greateft: For upon that Scale co which the longeft of che 
two terms befongeth, mutt the whole work be performed. Then the 
two Rules for che manner of working are thefe. 
| 1. If che fecond term be lefs than che firft, you muft then count che 
_ firft and the chird terms (being both of one kind ) laterally upon cheie 
proper Scale, and the fecond term being taken out of his proper Scale, 
and put over parallelly inthe term of che firft, thall open the Leg of 
the Sector fo, as che fourth term may be taken parallelly over from the 
term of the third:and being fo caken,it muft be meafured upon the Scale 
fron whence the fecond term wastaken, and (0 it fhall receive its juft 
value. 
2, Butif the fecond term be greater chan the firft; you muft chen 
count the fecond laterally, and in thecerm of ie pue over che firft pa- 
rallelly, each being taken in his proper Scale, and this work shall 
open the Legs of che Sector fo, as chat che third term being taken oue 
of the fame Scale wich the firft, and entred parallelly, fhall May in 
that point of the Scale on which the {econd term was counced,and will 
givethe quantity of the fourth term required. 


The manner of working then in general according to thefe twoRules willbe this : 


| Inthe firft cafe; where the fecond term is lefs than thefirft, lee AD 
> be the firft cerm, BD G the fecond, and A B the third. | 

| Count A Dethefirftcerm, upon his proper Scale, then with your 
_ Compaffes take the fecond term, 


| which we fuppofetobe DG, ©§ De—————__—A 
and fetting one foot of that ex- e ‘D 
centin D, the end of the firft, Bt-——A 
ecurn the other foot about, and Fr—B 


openor fhue the Sector, tillthe 
foot being turned about in the 
Ark EG, do only touch fome 
one Line in the other Leg of the 
_ Seétor, neither going beyond tt, 
nor fhort of it, as here it doth 
at G, fois the Seftor opened toa 
true Angle for this Work. 


Y¥ 2 Again, 


Wo oh BO de Ta Me \ PEE SEALE SEBS Oo Oma Maer NAS cera oe 


atte 
( 
@ 


164 Mr. Samuel Fofter has | 

Again, uponthe fame Scale A D, whereonthe firft term was num- 
bred, count che third cerm ABs, and fJaftly from B, the exeremity 
thereat, take che leaft diftance to the Scale A G, as liere is exprefled 
by BE. So fhall B EB be che length of the fourch term, this Line. BF 
therefore being meafured upon the fame Scale from whence the fe- 


cond rerm DG was taken, fhall give che quanticy of the fourth term 
required. | | 


Or if AB had been the firft term, and BF the {econd, then the . 


Sector muft have been opened by putting over BF from the rerm B 
C cill the Ark or Motion of the foot of che Compaffes, EF, had on- 
ly touched che Line A F.) And when the Legs of the Seftor are fo opes 
ned, count A D thetbirdcerm upon the fame Scale whereon the firit 
term AB was counted, and from the extremity of ir, atD, take the 
leaft diftance. from the fame Leg A F, which here willbe D G, fo 
fhall D G ( being meafured upon the fame Scale of the fecond term ) 
give the quantity of the fourth term required. 

_ Inthe fecond cafe, when the fecond term is greater than the firft. 
Suppofe D G be the firft, and A D the fecond, BEthethird, take the 
firftcerm DG, out of bis proper Scale, and count AD the fecond 


in bis proper Scale,. then from Dthe extremity of the fecond term, - 


open the Seétor, making DG ( when it is‘turned about in EG ) only 
to couch any one Scaleinthe other Leg of the Sector, as AG, when 
the Sector is thus opened, take BF che third term, out of the fame 
Scale from whence the firft term DG was taken ( which is his pro- 
per Scale ) and keeping one foot of che extent always upon the Line 


A D, remove it to or from the Center A,. till it ftand infome point of 


the Line A D, foasthe other foot being turned about inthe Ark EF, 


may juftly couch the Line A G, uponthe other Leg, and when you aw 


have fo fitted itexaatly, obferve the Pointin A D, in which the foot 
of the Compals refteth, which fuppofe to be the Point B. So fhall A B 
givethe quantity of the fourth term required. 

Or if B EF had been the firft, A B the fecond, and D Gthethird, 
then moft the firft B F, taken out of its proper Scale, have been fer 
upon 5 the extremity of the fecond AB, and by irthe Line A FG 
muft have been opened, and this being done, the third term D G be- 
ing taken from the fame Scale ( from whence the firftterm BF was 
taken ) and fitted intill one foot of it ftanding uponthe Scale A B, the 


other being curned about inthe Ark EG, will only touch the Line — 


A FinG, fo fhallthePointD, wherein then it ftands, give che quan- 
eityor A D the fourch cero required. This 


"ey OO a oe enn Peta, te ey SF Pig) whe A ya . i? a 
Lat pipe DE Aa By rac? bie Ss ia ie AN eats 5 n EyATYER > Tay eM 


alteration of the Settor. 165" 
This may ferve for a general view of the manner of working upon. 

thefe fingle Scales, and how one of a kind may ferve to perform any 

sity in this Seétor, as well as cwo-have-done formerly in other 
eCtors. | } 

As alfo here may be feenthe manne¥ of Lateral and Parallel en- 
trance, and finding known and unknown quantities: Ir may Itkewif 
be here known what is meant by thefe Phra(es. : 

1. Opening the Seftor to any Line, length, or diftance, namely, to 
open or fhut any two Sceles upon feveral Legs of the Sector, till one 
foot of that length being fet in fome Point of one Scale, the other 
foot when it is turned about, may only couch the other Scale, foas noe 
to go beyond it, nor fall fhort of it. | 3 

2. By taking any Line, length, or diftance, namely, from fome. 
 Poincin one of the two opened Scales, to take the leaft fromthe other 
+ Scale. | 
| 3. Entring any length or diftance, namely, to carry one foot of a 
Jength taken in your Compafs upon one Seale (from or towards the 
Center ) till che other being turned about, may jaftly couch the other. 
Scale. Tnefe terms are ufed to avoid needlefs circumlocution. 

Tc may farther alfo be obferved, that this way of working is more 
fpeedy than that upon other Seétors, asby a little practice will quick- 
| ly betfound. | oe 
| And laftly, the truth of thework will eafily appear, if it be confi- _ 
'. dered that in every work thus performed, A B Fand AD Garetwo- 
like Re@tangles 5 as inthe other Seftor the work went upon two like | 
_ Eguicroral Triangles, in bot therefore the ground of the work is. 
| alike‘ good, both being grounded upon the fimilitude of two plain 
| Triangles. , ’ 


| Now tethis general direttion for working, I have added examples in feve- 
| yalkinds, whereby the Rules before given may the better be ander ftood, 
| “and what 2Ar-Guorer andothers have publifhed in their Books, msay the 
snore eafily be applied to ths Inftrument. ag 


| | a, CHAPy. 


ie i 


166 _ Mr Samuel Fofter bis | 


Cc H A P, TV, 
Examples in feveral kinds. 


1. Three numbers §25 39,44, being given, to find a foarth proportional, 


Cite is wrought upon the Line of equal parts, and becaufe the firtt 
number is greater than the fecond, therefore I count the firft 
number 52, upon che Line of equal parts, and fromthe fame Line I 
eakethe fecond term 39, and fet ie upon $2, and turning the ocher 
footabout, I open the other Leg of che Se@or, till ehe fame footdo 
juftly couch fome one Line on the other leg of che Se€tor which iffueth 
from che Center,neicher going beyond it, nor falling fhort of it,fo are 
thofe two Scales opened fitly to perform the work, then I count the 
third term of 44 upon the faid Line of Lines, and from the end of ie 
to the fame Scale on the other Leg, I take che leaft diftance, this be- 
ing meafured inthe Scale of Lines, giveth 18 for the fourth term ; fo 
that as §2 isto 39, fo 44 to 33, 
But if the given numbers had ftood thus, As 24.to §2, fo18to - 

what? Here becaufe the fecond number is greater than che firft, I 
take 24. out of the Line of Lines, and fet one foot of itin $2, counted 


-uponthe fameLine, and J openor fhuc the other Leg of the Seétor, 


till che other Foot being turned about, will only couch fome one Line 
onthe other Leg of che Sector which iffueth from the Center - When 
che Sector is thus opened, I take the third number 12, out of the 
Line of Lines, and keeping one foot always upon the Line of Lines, 
I remove it fo long till che other foot being turned about, will only 
touch the former Line on che other Leg: Then fhall I find it to ftay 
npon the Line of Lines, atthe number 39, which is’ the fourth pro- 
portional. . 

Inthe fame manner all proportions in numbers may be wroughe by 
the Lines of Solids andSuperficies. But if youhad three Lines given, 


and were to find a fourth proportional Line, you muft then work upon 


the Line of Lines only. 


2e Three 


ye 


alteration of the Sector. 367 
2. Three Sines being given, to find.a fonrth proportional Sine. 


His is to be wrought upon the Line of Sines only, Let the Sines 
\B given be 90, 30, and 23 3 ; here becaufethe firft rerm is greater ; 
therefore I muft work bythe firft Rule; and forthe foureh term being 
taken and meafured upon che Line of Sines, will be the Sine of 11 4 gr. 
required. : 

Bur if the Sines were of 36,72, 18 gr.. then work by the fecond 
Rule, becanfe the fecond term is greater than the firft, fo thall your 
Compaffes ftand at che laft of your work, at the Sine of 30gr. Or 
becaufe all the four terms are of one kind, you may change the places 
of thefecond and third, thus: 36, 18, 72, and fo working according- - 
ly by the firft Rule (becaufe the firft cerm is greater chan che fecond ) 


you fhall find the fourth proportional Sine to be 30 gr. as before. 


In this manner you muff work when all the four terms are of one kind, and : 
fo wrought upon one Scale alone. But if the terms be of feveral forts, 
then muft two of the four-termes be taken froms one Scale, and two frons ; 
amther, As inthe examples following will appear. | 


3: As the Sine of GOgr. tothe number 35, [othe Sine of 48 to what : 
atmber 2 | 


“N folutions of chiskind (becaufe the firft and fecond, and alfo:the - 
third and fourth, are counted upon feveral Scales, as here che firft : 


and ebird are taken upon she Scale of Sines, and the fecond and fourth . 


are taken upon the Scale of equal parts:) You muft firft trie whichis . 
preaceft of the firft or fecond cerms.. As here take the fecond term 
35, out of the Scale of equal parts, and meafure it upon the firftrerm ; 
of che Sine of 69. Now becaufe the Sine of 60 is greater, therefore 


| the lareral work muft be done upon the Scale of ‘Sines, and che fe- . 
‘cond and fourth rerms mutt be taken in your Compaffes from the Scale 


of equal parts, which is their proper Scale; wherefore in this ex- . 
ample take 35 out of the Scale of equal parts, and with one foot of - 
that length fet in the Sine of 60, open the other Leg till chat extent - 


| will jufttouch fome one Line on the other Leg of the Setor which . 
| iffueth from the Center, the Seétor being fo opened, take fromthe . 
- Gine of 48-the leaftdiftance,.to the former Line on the other Leg, 


this . 


Y Any \ 


us et, LS ht rat yt NE Md 7 0? 
CG AEN 9 Cee NR BRRUNT he SCID oad tn Sean 7 cc 
beh UA, ao a SP Bt eee | 4 
+ CARY ; 
H 


168 Mr, Samuel Fofter zs a 
‘this diftance meafured upon the Scale of equal parts, fhall give 30 the © 
number required : Therefore as 60 g7.t0 35,fo 48 gretoZ00 

But if it had beenas the Sine 60 is tothe number 90; {othe Sineof — 

48 to whac? Here if youmeafure the number go with the Sine of 60, 
you fhall find che number 90 to be the Iongeft extent. So thatnow the - 
lateral work muft be uponthe Line of Lines; I rake therefore the Sine — 
of 60 out of the Sines, and fetting one foot of chat extent uponthe — 
che number.go in the equal parts, with che other foot turned about, _ 
I open the other Leg, till I fee che fame foot only to touch fome one 
Line on the other Leg of che Sector, which iflueth from che Center, 


Note that what Line foever I begin to work with, I nuft be fare always to 
continue and end with the (ame, but that Line onthe other Leg, which 
lieth next the inner edge of the Se€kor, always woof? convenient. 


Then againI take the Sine of 48,and keeping one foot of that extent — 
continually upon the Line of Lines, I remove che fame till I find che 
other foot juftly to touch the former Line on the other Leg 5 and then 
I fee the other foot to ftay upon che Line of Lines onthe number 77 $5 _ 
which ts the number fought. 


4, As the Sine of 60, % to the Tangent of §5 gre So the Sine of 50 to the 
Tangent of what ark? | 


ZT irft, to know upon what Line to work, I take the Tangent of 
| 55 gr. and fet te coche Sine of Go gr. and becaufe I fee the Sineof 
6o0%0 bethe greater, I knowchat the work muft be done upon the Line 
of Sines. And by the firft Rule accordingly cherefore I take the Tan- 
gentof 55 gr. and from the Sine of 60 I open the Se€or to fome one 
Line on the other Leg of the Seétor, which iffuech from the Center 
according tothatexient ; then I take the leaft diftance from che Sine 
of sotothe former Line onthe other Leg, and meafuring it upon the” 
Tangent, I find itto reachto the Tangent of 51 4, which is the Tane 
gent required, 
But if the terms were asthe Sineof 40 isto the Tangent of 55 gre 
fo is the Sine of 50 to what? Then meafuring the Tangent of 55 gr. 
upon the Line of Sines, and finding the firft term 40 to be lefer, 1 
fee that the work muft be done upon the Line of Tangents: Where- 
fore I take the firft cerm the Sine of 40, and fetting one foot of chat 


extent 


: 


Ce da ole ape aR aS at ae 
,* of bs ‘ 
A 4p! “ 
al? : ion’ 


alteration of the Sector. poe 


extent upon the Tangent of 5%. by turning the other foot of the Com- 


paffes, T open the other Leg of the Seétor, eill the other foor do juft- 
| Ty couch fome one Line on the other Leg of the Sector, which ifluerh - 
- from the Center; then] take the fecond term, che Sine of 59 gr: and 
fetting one foot of that extent uponthe Scale of Tangents, uncill the 
other foot being turned about, will juftly touch che former Line on 
the other Leg: I find the Compaffes to ftay upon the Tangent of 
§9 agr. which is the Tangent required. Seay 
The like may be done upon the-Sines and Secants, or Tangents or 
Secants, when any fuch queftion fhall berequired. And the like may 
be done in Tangents and Numbers, or equal parts, by che joyne ule: 
of chefe two Scales, which is frequent in Menfurations of upright. 
bnildings, | Sais 


5. Having three numbers, to find a fourth in duplicated proportion. - 


| ag His work is performed by the two Scales of Superficies and Lines 
joyntly ufed. Letthe example be as 22 (0.24. : fo 64.to what num- 
ber ina duplicated proportion ? Here the two firft terms are of one 
kind, and the two latter will therefore be of onekind. Wherefore 
to know upon what Scaleto work, it willbe beft to change the places 
of thefecond and third cerms, that fo the firftand third may be of one 
kind, as alfothe fecond and fourth. Thusas 32 to 64, fo 240 what? 
Now in this difpofition of terms you muft firft meafure 32 ( taken oue 
of the equal parts) upon the Line of Superficies, and fo doing you 
fhall find it fall far fhort of the number 64, the fecond term; there- 
fore it is evident the work muft be done upon the Line of Superficies, 
fo that Irake 32 fromthe Line of equal parts, and putting one foot 
of that extent upon 64 in che Line of Superficies; I thereby open the 
 Seétor to fome one Line on the other leg of the Seétor, which iffueth. 
fromthe Center. Then again, Itake the third number 24 out of the 
| Line of Lines, andenter it Parallelly between the Superficies andthe 
former Line on the other Leg ( in the manner that hath been fhewed. 
before ) and I find it to ftay at 36 in the Line of Superficies: Sothae 
Iconclude, as 32064, fo 64to 36in duplicated proportion. Thae 
is, fo is the {quareof 64 namely 8) tothe {quare roos of 36 (namely 


6)ina fimple proportion. 


Z 6, Ha- 


479 Ar. Sanel Fofterbis =~ 
| 6. Having two nambers, to find a mean proportional. 


His is. performed by the joyne ufe of Superficies. and Lines: Let 

the Numbers. given be 20 and 45, Firft, Icount che firftnumber - 
20 upon the Line of Superficies, then J take the fame number 20 ont: 
of the Line of Lines, wich this length I open the Sector from the 
Point 20 in the.Line of Superficies,to fome one Line on the other Leg, 
which iffueth from the Center 5 afterwards I count 45 the other gi- 


ven number upon the fame Line of Superficies ; and from thence’ 


rake over the leaft diftance to the former Line on the other Leg, this” 
meafured upon che Linéof Lines, gives 30 for amean proportional 
between 20 4nd 45. | 


7. Huving three Numbers given, whereof the two firft are fuppsfed to be 
ina duplicated proportion, how to find a fourth, unto which the third 
(hall bein the fimple proportion of the former ; that ts, As the [quare 
root of the firft tothe (quare root of the fecond. — 3 


His is likewife to be performed by the joynt help of the Lines of 
TD sivet Bates and equal parts. Let che Numbers be, as 25 to 16, fo 
40to what? The two firltrermsare to be counted upon the Line of 
~ Superficies,becaufe between them the duplicated proportion ts contai- 


ned ; and the other cwo muft be taken upon the Line of Lines, becaufe: 


- between them is the {imple proportion contained. And to knowupon 
what Line to work, I order the terms fo, as the first and third may be 


of one kind, thus, as 25 t0 4.0, fo 16 to what? Now becaufe.25 upon o 


the Line of Superficies( if two upon that Line betaken for 20 as we 
do here cake it) is greater chan 40 upon the Lineof Lines, therefore 
the lateral work mult be done upon the Line of Superficies. So that 


Itake 40 oat of the Line of Lines, and.put over that length from 25. A | 


in the Line of Superficies unto the Line of Lines upon che other Leg’ 


‘of the Sectors’ And the Seftor being fo opened, I count the third 4 
Number 16 upon che Line of Superficies, and take over from thence 
rothe fame Line of Lines. This length I meafure upon the Line of — _ 


‘Lines (from whence the fecond Term was taken ) anditreachethto 3 2. 


So that as 25 (0 16, fuppofed co be in a duplicated proportion.one to 
the other, fo is 40 to 32 1n the fimple proportion, whereof that other 


is duplicated. 


g, Having | 


_ abseration of the Seitor. : oat 
8. Having three Narbers, tofind a fourth ia aTriplicated proportion. 


His work isto be done upon the two Scales of equal parts and So- 
lids joyntly taken together. Let an example be, As§5 to 88, fo 
135 to what4na triplicated proportion? Here the firft two terms are 
of one kind, and fo the ewolatrer are alfo. Therefore (as before ) 
change the places of the fecond and third thus; As §¥ isto 125, fois 
880 what ? The terms then being thus difpofed, you muft meafure §5 
(taken outof che Line of equal parts ) upon 125 counted in the Line 
_ ~of Solids, and you fheall finditof greater length chan 125, ‘whereby 
-itisevident, that the work muft be done upon the Line of equa! parts. | 
Accordingly therefore, take 125 out of the Line of Solids, and fet- 
ting one foot of that extent upon the Number 55 counted*in the Line 
of Lines, with che other turned about you mult open the Line of - 
Sines upon the other Leg of the Seétor,asthe manner is. Which done, 
fet one foot of your Compafs upon 88 in the Line of Lines, and from 
thence sake the leaft Afdahes from the Lineof Sines: This diftance 
being meafured upon the Line of Solids, fheweth 512, fo that, as 55 
to 88 fois iz5 to 512 in atriplicated proportion. That is, As $5 is 0 
88, fo is the Cubicroot of 125 ( namely 5 ) tothe Cubic root of 512 
(namely 8) ina fimple proportion. 


g. How to find two mean proportionals between two Numbers given. 


i tee is done upon the Line of Solids and equal parts joyned in 
nfe rogether ; lec che two extremes or given Numbers be 5 12,and 
216, between which there are required two mean proportionals. Firft 
from the Line of Lines I take 512, and with that extent I open the 
Point 512 (accounted in the Line of Solids ) Itake over the leaft di- 
ftance of the-Line of Sines, and meafuring the fame upon the Scale-of 
| equal parts, Ifind it to make 384, This laft lengeh 3841 cake again, 
and put it over from 512 in the Line‘of Solids to the Line of Sines. And 
then [ take in length from 216 again ( counted inthe Line of Solids ) 
unto that fame Line of Sines; and meafuriog this length upon the Line 
of equal parts,I find it to reach 288,which is the fecond mean propor- 
tional, fothat I conclude, as 512 is to 334, fo 384 to 288, and fo 288 
00 216. 


Z a 10, Ha- 


27x Mx, Samuel Fofter his 


10. Having three Numbers given, whereof the two fixf? are fuppofed tobe 
in a triplicate proportion, how to find a fourt. unto which thethird 
fhall be in a fimple proportion, that w, asthe Citic root of the firft 
tothe Cubic rest of the fecond. 

: cy 
i [eee is to be performed by. joynt ufe of Solids and equal parts. 
Suppofe the three Numbers givento be 704, 297,98: and let ie 
required to find.a fourth Number, unto which 98 fhall bear chat fim- 
ple proportion whereof 704 to 297° isthe triplicated or Cubical pro- 
portion.’ Firft, that I may know upon what Line the lateral work is to 
be performed, I alter che order of the fecond and third terms, thus, 
704,98, 297: andin this order I compare the firft and fecond terms 
cogether ; ‘that is, I crake 704. our of the Line of Solids which ( in 
this work ) is the proper Scale of it, and meafure it upoa the Line 
ef Lines, which isthe proper Scale of the fecond Number 98; and _ 
thereby I find chat 98 is the longer, whereby it appears ( by the for- 
mer dire&tions ) thatche Lateral work is to be done upon the Line of 
Lines. Wherefore accordingly I take 704 out of the Line of Solids 
and fet one foot of that extent upon 98, counted ( asthe fecond 
term ) uponthe Line of Lines, and from it J open the Line of Sines 
upon che other Leg of the Sector. And when the Sector is thus opened, 
Itake the third term( 297 ) out of the Line of Solids again, and put 
the fame over till it fit from the Line of Lines to the Line of Sines; fo 
at fa(t I find one foot to ftay upon the foot 73 4 in the Line of Lines. 
Whence I conclude, that as 704 is to 297, fuppofed to be ina tri« 
plicated proportton one to the others Sois 98to 73 2, which ewo 
Numbers do comprehend che fundamental and fimple preportion, 
whereof that other is the triplicated. 


CH AP.. Vv. 
Of the Scale of Chords, 


FT Hough the Scale-of Sines will perform all che ufes of the Lines of 

A Chords, if every Sine be counted. by the double number ( as 
Mr. Ganter hath fhewed ) yet becaufe miftakes are eafily made by thac 

| numeration 


| will be an Ark of 79.gr. and. 


= avn 2 ‘ees ET Si af » dl e J = : yas he ~ 7. 4A 


— gheration of the Sector. . 173 


numeration; therefore ic will be more convenient to ufe the Chords 
themfelves. Thenfesare chiefly, re | 


1. To find any Chord, or to fet off any Ark or Angle, upon a Cire 
cle, whofe Radius is given. : . hia 


2. Having a Radius and any Chord or Ark affigned, tofind the Ark 
which the affigned Chord fubtendech.. 


3, By having any Chord affigned, to find the Radius-according- ” 
which the affigned Chord is to be eftimated, 


1. The Line of Chords 13 numbred up to 90, and will therefore fet off or 
meal ure any Ark within 9© gr. Bat if the Ark, be more, it mujft.da 
it at twice or more times. : 


> Et the Radius A D.be given, and lec. the Circle DABE be de-. 

~_feribed with it; and let ic be required to fee off 79 gr. from the 
Point AeFir(t therefore the Seétor muft be opened to the RadiusD A, 
fetting one foot of that extent upon 6ein the Line of Chords, and 
opening the other Leg till she Compaffes being turned about, do only 
touch fome one Line on the. 
other Leg of the Seétor, which. 
iQueth fromthe Center: Then 
from 79 upon the Line of 
Chords, take the leaft diftanceto 


the former Line on the other ‘se avanee sos cannes 
Leg, che fame being fet upon the . ¥ 
Circle from A towardsB; AB D- 


A.D B an Angle of 79 gr.. 
Suppofe again that upon the- 


' {ame Circle I (hould fet off 139 


gr. becaufe this exceeds 90; therefore I divide it into two teffer Ar- 
ches; namely 79 and 6o: Firft therefore I fet off from Ato B 7935 
and then from Bro E 60gr, more ; which together do make up 139 gr- 
and fo shofe Arks that are greater, may be: fet off: at three or-four. 


a. Having 


Bei 
-3 


aaa 
oe | 


eRe ree 7 


+) a ay, Satninel Potter ba 


ee 


towhat number of degrees that (hord anfwereth. 


and then enter the Chord B A between the Scale of Chords and fome 
one Line on the other Leg of the Seftor, which iffueth from the Cen- 
rer ; and I find itto ftay upon 79°deprees : So that AB isa Chord of 


79 deprees, being referred tothe RadivsD A. But if I had the large ~ 


Chord A Eto’the fame Radius D’'A, and would know to what Ark it 
belongeth ; I mutt firft defcribe the Circle with the Radius D A, and 


. then infcribe the Chord AE into the Circle; afterwards I divide the 


Ark A E into any two parts, as at B, chentake the Chord A'B, and en- 
ter 1¢ upon the Scale of Chords (the Seétor being fec to the Radius 
AD ) and find it to fubtend 79 gr. Again, I take B Eand dothe fame 
thing with that Chord, and find it to anfwer to 60 gr. Then laftly 1 
add 79 to 6o, thefumis 139; which gives the whole Ark AE anfwe- 
ting to the Chord A E,fo if A E had relation cothe grearer Ark AHE, 


then you muft work as here you did by the Ark A BE, and when ehae 4 


is found to be 139 take it out of a whole Gircle, or 360, fofhall you 
find the greater Ark A H Eto be 221 gr, 

3. Les AB le the Chord of 79 gr. given, 
efimated to be fuch a Chord required. 


then fhall 60 in the fame Line ( rightly taken over ) give the Radius 
AD required. 


But if the Chord A Ewere given, and-counted as fubtending the — 
139 gr. then it will noc be foeafie, for if the Line of Chordsbeufed, — 
there will be need of protraction, The better way therefore will be. 
to do it upon the Line of Sines, thus, Take half the Chord A E,name- _ 
ly, AF, and count thavas the Sine of half 139 gr. thatis, 69% gr. fo — 
putting over this length A F inthe Sine of 69 4 gr. you may from90 _ 


takeoff the Radius required. 


» and the Radius to which it : 


2. Having the Radius D A, and the (bord AB affigned, I would knwo < 


m 4 my, 
Therefore open the Line of Chords,asbefore, tothe RadiusA D, 


| Bin the number of degrees is lefsthan 90, therefore the work 
will beeafie. For if A Bbe put over in79 inthe Line of Chords, — 


Note that if itbe required to open any two Lines of the Segtor ‘to i 
any number of gr. lefsthan 90, or if whenthe Lines be opened, it be — 


reqnired to know at what Angle they and. Then it will be the bet 


way 


| fy Ue a 
ws 


_ Mr. Gunters Book, concerning Projections of 
ling by the Se€tor,and other ways by a‘donbleiTangent of 45.) Hereun- - 


| cording to the leaft diftance, 
| is equalco the 


a 


 altevadianiof the. Saébers, 75 
way to ufethe Scale of Sines in this manner. Becaufe every Line hath 
a Pointat the very extremity of ir, therefore if you.take-any Sine out 


~ of the Scale of Sines, without the forementioned doubling of the 


Numbers + and from the extremity of one Line, do enter chat Sine 
according to the leaft diftance from the other Lines. then thall:thofe 
two Lines ftand at the Angle required. | 

Or if from the extremity of one-Line, you take the leaft difance 
of the other, the fame meafured upon the Line of Sines, fhews the 
Angle at which thefe two Lines ftand. Orfor moftof the Lines, if ie 
be needful, you may ufe the way that Mr. Gunter fhews, Lib. 2. c. 2. 


Prope]. Arts. 


CHAP. VI. 


Of the Tangents and Sécants. 


Efdes other ules of thefe two Scales, they ferve for Projectionsy . 


and for Dialling to any bignefs greater or fmaller, (of which fee 
the Sphere, and of Dial-- 


co thele two Propofitions rend. 


+. Having any Line given, aaakgawn Tangent, or Secart : Ts find the 
Radius belonging to it. 


~\ Uppofe I would know to what Radius any given Line fhould repre- - 
fent a Tangent of 40 gr. Itake the Line given, and fet-one foot of 

it in 40 inthe Scale of Tangents : And from: it I open, che Sector to : 
{ome one Line on the other. Leg which ifueth from the Center, ac- 
Then from the Tangent of 45 (which 

Radius) Itake the leatt diftance to the former Line on. 
the other’ Leg, and that length is the Radius required. | 

The fame work isto be done by the Secants, where the Radius ts une - 


| “de rftood to be at the beginning of the Scale... 


22 Having 4 


Bee 


176 MrSamnud Bolter his 


; 2. Having the Radiws, to find any z. angent or Secant belonging thereto. Kae : 


His is eafie and like the former, if ‘firft the Seétor be opened to 
the Radius, cc. 


COROLLARY. 


By thefe two Propofitions a way wsay be found, how by having a Tangent, to 
find any Secant, or Sine.belonging to the fame Radius. 


Or firft, you muft find the Radius, and then the Secant, yor Sine af- 
§ cerwards. So alfo by having the Secant, may be found the Sine or 
Tangent, or having a Sine, a Tangent or Secant may be found, 

And foto a Radius of any length, you may proportion any Sine, © 
Tangent, or Secant. And note, that for pricking down the hour Points 
in Dials, the Tangents of 15, 39, 45, and 60, willbe of frequent ufe. 
And if the Tangent or Secant Scales be not far enough extended, 
Mr. Ganter hath given rules how to enlarge them. : 


CHAP. VII. 


How to [apply the Aderidian Line i Line of Rambs, by the Seale 


of Secants. 


Ti Aow to make a Sea-Chart, after Mercators Projeftion. 


1 Fase Propofision is the chief, that the Meridian Line upon the — 
Sector doth, concerning Navigation, and therefore Mr. Gunter 
mikes it his firft Propofition. And thisis performed by the Line of Se- 
cants. For if it were required to project fuch a Chart as is in his Book. — 
Having drawn his Line A B,and crofled ic with the Parallels 50 and 50, 
atright Angles,you muft chen take the Secant.of 51 gr.from the Sector 
opened to the length you defire, according to the leaft diftance, (the 
manner whereof hath been fhewed enough afready, ) and fet from 50 | 
to §1, on both fides of the Chart, and draw : and 51: Again,take | 
the Secantof 52, fromthe Seftor, and fet it uponthe Chart from 51 


to 


Se ek 


mea ao, = aie, 2 ll ok 0 eee ie)! ee 
(5 eR = gh 
Ehf « ’ te . 
ao é 
” e 4 
{ 


| alteration of the Sector. fa 
to §2, andfo drawthe Parallel 52, 52, And thusyou may draw all 
thereft of the Parallels. Then for the divifions or Meridians of che 
Line B C, they are all equal to the Radius, if cherefore you take the 
Radius, and turn it above and below, you fhall make che {paces or di- — 
_ftances of che Meridians, fuch as in che bottom of his Chart are figured. 
with I, 2, 35 4, 5; 6. | 
_ Thefe degrees thus fer oa, may be fubdivided into equa! pares, 
which inthe graduations.above and below ought fo tobe, but inche 
graduation upon the fides of the Chart,they ought as chey grow higher, 
ftillto grow greater. Yet the difference is fo {mall, chat ie cannoe 
produce any fenfible errour ehough the divifions be ali equal. Divide 
them therefore equally into 60 minutes, or Englith miles, or into 2a 
Leagues, or into 100 parts of degrees, as thall beit be liked of, 
If aliecle more Curiofity fhould be ftood upon for the graduations 
of the Meridian, then initead of the Secants, 51, 52, 53. you 
may take 0%, §1 4, 52 2; always halfa gr. lels chan che Catietude chac 
- fe tobe pucin. nee 
2. The ufes of the Sea-Chart, and forme other Propofttions that concers 
Navigation, are {et down by Mr. Gunter lib.2. cap. 6. of bss 
Seétor, which may be bere alfo done. ne 


He manner of working upon the Chart ( which is the beft way ) 

his dire&tions will fhew, and how to work them upon this Seétor, 

the former directions in this Treatife will be fufficient. So by this 

means the ufe of the Meridian Line is fully fupplied, becaufe each De- 

_ gree may be very large, which in the other Seétor could not be fo 

- withous each pare many times repeated, which ching will produce as 
much erroar as thisway by theSecantscando. __ 


CHAP. VIII. 
The ufes of the Line of Verfed Sines,’ 


He Ufe of it is generally as much asthe fourch Axiom of Spberi- 
cal Trigonometrie. Wherefore,I will irft fhew how the twocafes of 
that Axiom may be performed by this Line. And afterwards how fome 


particular Problems of more frequent ufe may be performed. 
7 Aa : 1, Having 


998 | Myr. Samuel Fofter bis 


1, Having two fides of 4 Spherical, Triangle, and the Angle compres 
bended, to find the Bafe. | , 


Mrit; Gnd the fum and difference of the two fides or Legs, then 
count that {um and difference upon the verfed Scale,and with your 
Compaffes, cakecheir diftance, with this diftance from the end of the a 
verfed Line, open the Sedtor to fome one Line on che other Leg,which 


- #{fuerh from the Center afterwards upon the verfed Line, count the 


Angle given, and fetting one foot in that number, take the leaft diftance 
from it ro the former Line on the other Leg, this length being added 
éo the difference of the Legs upon the veried Scale, gives the Bafe 
required. ; 

“So if che Legs were 38 gr. 30 m. and o§ gr. their fum would be 13 3 

yr, jom, their difference would be 56 gr. 30 m. And now the diftance 
of thefe beingtaken, arid che Se@or opened as is prefcribed, fuppofe — 
the Vertical Angle were 75 gr. from75, therefore take the lealtdi- 
ance, co the former Line on the other Leg, and fee that diftance on 
the verfed Scale from the former difference 56 gr. 30m. numbred 
thereon, it will fail upon 84 gr. 42 m. which isthe quantity of the Bafe 
of che Triangle. | 


} An Example. 2 
T wo places differing both in Longitude and Latitude, to find their Diftance. 


Ec the cwo places be London and Hierafalem, the Latinde of Lone 
don is 51 gr. 30m, the Latitude of Hierufalem is 32 gr. che difte- 
rence of Longitude 47 gr. their diftance is required, 


The fum of the Complement of the two Latitudes is 96 gr.— om. 
‘Their difference nV 19 ——30, 


Take the diftance berween.96.gr. 30m. and 19 gn 30m, with this 


extent of che Compafles, opea the Seétor from the end of theverfed — 


Scale; the Se@tor thus refting, cake che -neareft diftance from 
che difference of Longitude 47 gr. this diftance being applied to 


* 79 gr. 30 @, On the verfed Scale, wiil reach to 39 gr. 14m. the diftance 


required. 


2, Having 


he ie SY cual nA Tr, a i Pale ad 
f ve) as bia, ape Be ; / 
re eee Shenk 


alteration of the Sector. | | | 179 


ae Having the three fides of any Spherical Triangle to find the Vertical 


Angle. . 
Hat Angle that is required, is called the Vertical Angles The fide 
: prpcie’ to it.is called che Bafe; and the other two fides are called 
the Legs. © 
1, Find the fum and difference of the two Lege, chen count both che 
fum and difference uponthe Scale of verfed Sines,and with this diftance 
taken in your Compaffes, from the furcheft end of che verfed-Scale, 
open the Sector to fome Line onthe other Leg, which iffueth from the 
Center, asthe manner hath been. Afterward take the diftance from 
theforenamed difference of the Legs to the Bafe, counted upon the 
_ fame Scale, this diftance ts to be applied to the two Scales before open- 
ed, and now appointed for the work, fo as that the Compafs foot be 
removed upon the verfed Line, till the other being turned about may 
jufttouch the former Line omthe other Leg, and where the foot of the 
Compafs ( with this condition ) fhall ftay upon the verfed Line, there 
fhall you fee the quantity of the Vertical Angle required. Or if after 
the Seétor be opened, you take the diftance, not from the difference, 
but from the fum of the Legs co the Bafe, that diftance will find ehe 
Supplement of the Vettical Angle, whichin fome cafes. is mot re- 
uired. | 
: Soif thetwo Legs were 38 2 gr. and og m.che Bale 84 gr. 4.2 m, the 
Vertical Angle willbe found tobe7§ gr» Or the Supplemene will 
be found to be 105 Degrees. : 7 
Thefe two Propofitions thus generally propounded, do. ( in brief ) 


fet forth two of the principal ufes of chis Scale of Verfed Sines. And - 


cochele two I will add one more, which is done without opening the 
Seétor atall. 


3. Having a proportion to be wrought in Sines alone, whereinthe Radivas 
leads in the proportion, bow to find a fourth proportional Sine upon 
this Verfed Scale. | 


Akethe fum and difference of the fecond andthird Arks; coune —~ 
chem upon the Scaleand take the difference of chem; if youfee | 


this diftance equally remote fromoo.upon:the Scale on both fides of ir, 


you fhall fee both che feet of the Compaffés to ftay upon the fourth 
Aa 2 proportional 


: 4 
t+ r é < fa. 


186 Mr. Samuel Fofter bis 
Proportional Sine required. Suppofe the proportion to ftand thus. As 


the Radius, to the Sine of 60 gr. fo the Sine of 40 gr. to what Sine? 
The fum and difference of the two given Arks, 60 and 40 are.100 and 
20. Ttake thediftance of thefe twocounted upon the Scale, and fer 
it equally diftant cn both fides from 90, and i find it to tay in 33 2 
from9o, Wherefore I conclude that as the Radius is in proporeion to 
the Sine of 6ogr. fo the Sine of gogr. to the Sine of 33 ger. 


els for the former general Problems, that their ufefulac{s may be more | 
_ mauifeft, I will here add three Propofitions deduced from thems, 
which are of daily ufe, and by ether general Inftruments performed with 
much difficulty. 
- The firft thall be, To get the Suns Azimuth. 
The fecond, 70 find the hour of the day. ; 
The third, To fiad the Suns Altitude at any bour. 
The firft of thefe is, 
a Having the Latitude of the place, the degree of the Sun inthe Zo- 


diac,and the Sens Altitude above the Horizon, to find the Sans Azxi= 
month either from the North, or frome the South. 


Ban. this Propofition is fo very ufefulin many particulars, there- 


fore principally is the Zodiac Line annexed to this verfed Scale, 
and therefore alfodo!I fer it inthe firft place. 
' This fallsunder the fecond general cafe delivered before 3; Thetwo 
Legs of the Triangle are the Complement of the Latitude, and Com- 
plement of the Suns Altitude. The Bafe isthe Suns place in che Zo- 
diac, taken fronithe beginning of the Line. The Vertical Angle in 
thefe Northern Latitudes, is the Azimuch from the North. 

Take the Sum and difference of the Complement of che Laticude, 
and the Complement of the Suns Altitude, and count this fam and dif. 
ferendeupon the verfed Scale, and with your Compaffes take their di- 
tance, wich. that diftance open the Se&tor to’ fome one Line on the 
other Leg, which iffuech from the Center, from the end of the ver- 
fed Line. Afterwards take the diftance from the aforenamed difference, 


tO 


OEP E ee Pal | pCR RIA T TVR. SMO MeE TRHIN pe Rei oye Te LAS 9 PUPA Dail Oo a ae a 


alteration of the Setter. — r8r 
to the Suns place, and encer it berween the former Line onthe other 

_ Leg,and the verfed Scale, and note the Point of the verfed Scale on 

_ which the foot of the Compafs ftays, the fame Point fhews the Azi- 
_- muth from the North. Or when the Seétor is openec, take the di- 

ftance fromthe fum, coche Suns piace,the fame entred as beiore, will 

give che Azimuth from.theSouth. Nore chac if the fum do exceed 

18o0gr. then you are to account 170 as 190, 160 as 2C0, 150 as 

210, Ce. : 


Example. 
ip the Laticude 5 gr. 30 ms. TheSunbeing inthe begining of Ts- 
rus, andthe Altitude 35 gr. The Complement of the Latititude is 

383 gr. The Complement of the Altitude is 55 grs The fum of thefe 
two is 93 gr, 30 m. their difference is 16 gr. 30 m. I takethe diftance: 
of thefetwo counted upon the verfed Scale, and with icdo open the 
Sector to fome one Line on the other Leg which iffueth from the Cens: 
ter, fromthe end of the verfed Scale: then 1 cake the diftance from 
the fum, 93 4 gr. co the Suns place 00 Taurus, and enter it uponthe 
verfed Scale, cothe former Line on-the other Leg, and find the foor 
of the Compafs to flay at 60.gr. 42m. which is the Azimuthre.— 
quired, : 


COROLLARY 


The fame things given, To find the Amplitude of the rifing and fetting 
ef the San. 


_ WE yon fuppofe the Sunco have no Altitude above the Horizon, and 
 Sfothe Complements of it to be 90, and then work by the former: 
_ precept, the Ar(ftway fhews the Amplitude fromthe North, and che> 
fecond way fhews the Amplitude fremthe South. And if either of 
thefe two numbers be numbred from the middle of the Line noted: 
with 90, you fhall have the Amplitude from the Eaft or Wet. Soro: 
_ the beginning of Zs#rm,1 fhall find the Amplitude to be 108 gr. 41 m.: 
fromthe South: 75 gr. 19m. fromthe North: and 18 gr. 44 m.from: 


the Eaft or Welt. 


A fe-. 


82 “Mr Samael Fokter his 


A fecond Example is, ua 


The Latitudes of two places, and their diftance being given, tofind their 
Difference of Longitude. 


YF Ecthetwoplaces be London and Hiernfalem, the Latitude of Lone — 
| it st gr. 30 m,0f Hiernfalem 52 gr. their diftance 39 gr. 14m. 
and their difference of Longitude required. 


The fum of the Complements of the two Latitudes, 96 gr.—30 m, 
Their difference 19-—-—30 


Take the diftance between this fum and difference, and open the 
‘Sector fromthe end of the Verfed Scale, then take the diftance from 
the difference 19 g7.30 m. to the diftance given, viz,-39 gr. 14m, 
where thac fits over from the Veifed Scale, which willbe at47 gr. is 
the difference of Longitude required. The next thing is, 


Having the Latitade, the Sans placein the Zodiac, and the Altitude 
abu: the Horizon, te find the hcur from the South. 


eh alfo falls under the fecond general cafe before delivered. 
The two Legs of the Triangle, are the Complement of the La- 
titude, and the Suns diftance from the elevated Pole: the Bafe is the i 
Complement of the Suns Altitude above the Horizon; the Vertical — 
Angle in thefe Northern Latitudes is the hour from the South, or 
Mid-day. | : i 
Pirf, Count the number of gr. from the beginning of the Scaleto Uy 
the Suns place, this number compare with the Complement of the ie 
_ Latitude, and find che fumand difference of them. Then upon the 
Verfed Scale count this fum and difference, and take the diftance of 5 
them, and with that diftance open the Seétor, as is prefcribed in the’ 
former Propofition. Then take the diftance of the Complement of 
‘the Suns Alticude, and the afore-named difference; and enering it” 
upon the Verfed Scale from fome one Line on the other Leg, which — 
iffueth fromthe Center, you fhall find it to tay upon.a number of 
degrees, which turned into time, gives the hour required. One hour — 
aniwersto 1§ gr. one degree makes four minutes of time. Notehere — 


alfe, 


ae 


ae | 


|: 


~~ nal Ark from th 


‘alfo, that if the fam do srife to above 180 gr. youare then to accoun® 
170 a5 190, 160 as 200, 150 a5 210, aswas before intimated. 

Example, From the beginning of the Scale to 00 © is 784 gr, this 

I compare with 383 gr. end J find the fumof them tobe 117 gr. and 
the difference to be 40 gr. then 1 count thefe two numbers upon che 
~ Verfed Scale, and take cheir diftance; with this diftance, I openthe 
“Se@or from the erd of the Verfed Scale, tofome one Line onthe 
other Leg. Again, I take the length from 40 gr. (the fore-named 
difference ) to $5 gr. the Complement ot the Altitude ( which I fup- 


pofe to be the fame that was in the former example ) and this lengrh 1. 
he Verfed Scale, from the former Line on the other Leg, . 


enter upon t 
and find the foot of the Compafles to ftay in 46 gr. 48m. This Ark 


contains 3 hours and 7 3 ™. of an hour, and fo mucii isthe hour at thae 


time from noon. Ifthe Altitude therefore were obferved in the morn- 


ing, it mult be 53 . palt 8 of the clock ; if in the after-noon,it is 7 a. 
paft 3 a clock. mae uh 
Or if [hed tcken the length from the fore-named fum 117 gr. to 
$5 gr. the Complement of the Altitude, and had entered the length, 
as before, I fhould then have found che Supplement of che former, 


name!y,133 gr. 12m. 
hours and 53 7. whic 
were taken in che morning, 
12, namely, 3 hours 7 minutes, 
cion were made in the afternoon. 


1, Corollary. . 
To find the Semidiurnal and $ eminciturnal rks. » 


“FE you fuppofe the Altitude to be ©0, and fo the Complement of it to; 
9 be 90, and then work by chis Precept, you fhall find the Semidiur- 

e beginning of the Line, and the SeminoGurnal Ark 

umbered in degrees, and each of thofe 


from the end of the Line, n 
and doubled, will thew che length of the. 


turned into hours and minutes, 
day and night. } i 
om the degrees of the Semidiurnal Ark, you take 90, you 


And if fr 
fhall have the Afcenfional difference in deprees; or if you take fix 
hours outof the Semidjurnalhours, you fhall have the fame Afcenti- - 


onal difference in time. . 
Examples. 


- alteration of the Seétor, A aes 


which is the hour from mid-night, namely,eighe- 
h is the hour of the day, if che Suns Altitude- 
or elfe che Complement of that hour to. 
isthe hour of the day, if che obfervae— 


ay street 
mots ASS CREATOR! Le Ph et OPN ER 
ie 


184 Me Samuel Fofter ba | 

Example. In the fame Laticude, and the oo gr. of U, the Semidi- — 
urnal Ark willbe 104 gr. 49 m. Thefe doubled, make the length of the 
day 209 gr.38 m. Or the fame turned into hours, make 6 hours 59 | 
Minutes, and chefe doubled, make the length of the day 13 hours 
58 minutes. The Seminoéturnal Ark is 75 gr. 11 . or4.hoursos 
minutes. Thefe doubled, make the length of che night 150 gr. 22 m. 
or 10 hours 1 + minutes of an hour. ae | 


‘ The Afcenfional difference is 14.¢r. 59 m. or oo hours 59% of a 
our. - | 


oe) eee Fe ee eR Ie EEN ec eo mR ty te he ORL. RAPON IN tN oe MOORE TROBE D7 ee Sgt PRS , 
: emi ache fics " Pass isos pias - OT NS ed 


2, COROLLARY. 
To find the moment of tine, when the Crepufculum begins and ends. 


F you fuppofetheSun to be 18 gr. below the Horizon, and fotake 
Liem the former difference of the Legs,downto 108, and enterthae 
length as before, you fhall find wha time fromthe mid-day thetwo — 
twy-lighis begin and end. 
Example. In the beginning of Tawres, the morning twy-lighe.be- 
gins 139 gr, 40 m.beforenoon, chat is 9 hours 182 Minutes, or at 
-41 3 Miaures paft two a clock inthe morning, and che evening ewy- 
ie light ends 139 gr. 40 ms. after-noon, or at 18 ; paft nine a clock at 
~ night. 


3e5 COROLLARY. 


T he Suns place being affigned in any Polat of the Zodiac, to fad bis Ale 
titude at all hears. “aN es “We 


| Problem falls under the firft general Cafe before delivered. _ 
The two Legs of the Triangle are the Complement of the Lati- 
tude, and che Suns diftance from the Elevated Pole. The Angle in- 
tercepred between them is each hour from the South, whofe Altieudes 
ae required, The Bafe is the Complemenc of the Altitude foughe 
or. ; ie 
Firft, Find the fum and difference of the Complement of the Lati- _ 
tude, and che Suns diftance from the elevated Pole, count bothchis 
fury and difference upon the Verfed Scale, and cake the diftance of 
them, and open the Sector to fome one Line on the other Leg, which 


iffueth 


i 


ink ae TO eri 


5 fee 8 Oa Se et Oe ama OR EE ET Aes riper a eee a 
Epes. i aia Wh hs 6 a Sia te set AL CIE Ge 2s 
teks as oe ila’ tie he , ' a Pe ce: fe 
7 Maes ¢ tel 2 ‘ 4 
4 r fs - : \ 


alteration of the Seto.  .  —-185 


| iffueth-from the Center: ro thaed iftance, from the end of the verfed 
_ Scale. Then count every hour uponthe verfed Scale (allowing 15 gr. 
_ toan hour ) and from thofe hour- points take the leat diftance to che 


former Line onthe other Leg,thefe diftances being fee from che afore- 
named difference of the Legs outword upon the verfed Scale, will 
give che Complement of the Altitudes to each feveral hour from the 
Meridian. Or if they be numbered from go in the Scale, tothe foor 
of che Compafles neareft to 1g0 upon the Scale, you fhall have the 
Alcicudes tchemfelves. 

Note, chat if you go quite through every fifteenth degree, or every 
of the cwelve hours upon the Scale, you fhall go beyond 90,,and thofe 
degrees beyond go are the profundities of the night-hours, che Sun 
being in chat degree of the Zodiac. And they are alfo Altitudes of 
the hours for the Suns being in the oppofite degree of the Zodiac, So 
that one opening of the Sedtor will ferve co find che Altitudes of all 
the hours in any two oppofire Signs or Points in the Zodiac, Nore 
alfo, thot the difference of the Legs isthe Complement of the Suns 
Alcicude at 12 aclock at noon, and che fum of them being diminithed 


by 90 gr. is the depth at mid-night or the mid-day Altitude of the 
_ Sun, when he is in the oppofire Sign or degree. 


Note laftly, ( as formerly ) that if the fum of the two Legs do 
amount to above 180, you mutt then count 170 fer 190, 160 for 200, 


150 for 210, &c. as was noted before. 


‘Becaufe this Propoftion » fo frequent in ufe for the making of Tables of 


the Suns Altitude in every Sign, or any Parallel of Declinationywhich - 
ferve for drawing particular inftrumental Dials, as Quadrants, 
Rings,-and Cylinders, and for all other parpofles alfo, 1 wih therefore 
- add one example at large, t0 mare it the more plain. | 


Example. Inour Latitude 51 gr. 30 m. the Sunbeing 00 Taurus, I 


would know the Suns Altitudes at every hour of the day, and the pro- 
_ fundities of che Sunat every hour inthenight. The Complement of 
the Latitude is 38 gr. 30m. and the Suns diftance from the North 
Pole is 78 gr.30. the fum of thefe is 117 gr. the difference of them 


is40 pr. Firft chen, I count thefe two aumbers upon the verfed Scale, 
and take their diftance, with this. diftance Lopen the Seétor to fome 
one Line onthe other Leg, which ifluech fromthe Center, from the 


end ef the Verfed Scale, Then I count 15 upon the verfed Scale, 
Bb and 


a TALS SOAR TE Bee Pe 


Oey Une Nie Meee een ey 
SFT ae ed — eye ey ae 


186 — Mr, Samuel Fofter his 


and from thence I take the leaft diftance, to the former Lineon the ~ 


other Leg. One foot of this diftance I fet upon the difference of the 
Legs ( which was 40 degrees.) The other I fee forward uponthe ver- 
fed Scale, and where it falls, it (hews 41 gr. 48 m. the Complement of 
the Suns Altirude at 1t and 1aclock, or counting it from 99, it fhews 
48 gr. 12 m. the Alcitude ic felfac 11 and 1a clock. 


So again, I count 30 upon the verfed Scale, and take the leaftdi- 


france to the former Line on the other Leg, and fet one foot upon the 
difference of the Legs ( viz. 40, gr. ) the other forwards upon the 
verfed Scale. [find itto fall upon 46 gr. 48m, which is the Comple- 
mentof the Suns Altirude at 10 and 2a clocks or counting it from 9e, 


it falls upon 43 gr. 12 m the Alcicude itfelf, av10 and 2aclock, or 


from go gr. it falls upon 43 gr. 12 m. the Alcicude tt felf. 

In the fame manner taking the leaft diftance from 45 gr. to the for= 
mer Line on the other Leg, and fetting one foot of that diftance tothe 
difference of che Legs,you thall find the other to fall upon 54 degrees, 
which is che Complement for the Altitude for 9 and 3 aclock. 

And fo working from 60,the Compaffes will they che Complement. 
of the Altitude 627. 29 m, andthe Alcicude ic felf 27 gr. 31m. for 
the hour of 8 and 4. ess a 

Andat 75 decrees, having with your Compaffes taken the leaft di- 
ftance,and fet itas before tothe difference of the Legs, will give 18 gro ty 
18 ms. for the Alticude of 7 and 5 aclock. _ 

And at 90, or 6 aClock, the Altitude will be 9 gr. 00 m. 5 

So working {till inthe fame manner, from 105, upon the Verfed 
Scale, you fhall tind your Compaffes co reach beyond 92, namely, to 
90. gr.06 m. for 5 inthe morning, and 7 after noon. From which, if 
youtake gogr. the remainder fhews how much the Sun is below che y: 
Horizonat 5 in the morning, and 7at night; namely, 6 minutes, Or 
it fhews how high che Sun will be, when it is in che beginning of Scores 
pio, the oppolite fign to Tamrm, at7 in the morning, and at 5 after s 
noon: and doing the like from 120, you fhall find the Compaffes to 
fhew 98 gr. 23%. from whence caking go, there will remain Sgr. 
33 m. for the Suns profundity at 4. in the morning, and 8 atnight, the 
San being inoo of Tawrws, or 8 gr, 33 m: for the Suns Altitude at 8 
inthe morning, and 4 after noon in 00 of Scorpio, Ati35 gr. the — 
profundity for 3 and 9, or the Altitude for 9 and 3, willbe 15 gr.58.m 
“At Tyo, che Protundity for 2 {and 10, or che Altitude for toand2. 

willbe zrgr, gt, At1S5, ce Profundity at Tandt1 inoo of Taue 
ie Ty 


‘ 


sh Lierade of the Sector, " | 187 


rm, or the Altitude of 11 and inooof Scorpio, willbe 25 gr. 40 m. 


And laftly, whereas the difference of the Legs was found 40 gr, by 
what was formerly intimated, the fame 40 degrees, do fhew che Com- 
plement-of. the Suns Altitude at 12 aclock, whenthe Sunis inoo of 
Sor pi. 

By this appears the manner of refolving this Propoficion, and how 


thefe Tables may be made to other Signs or Points of the Ecliptick, 


or Declination from the Equinoétial. nS ge . 

Note alfo thar the work may beginwith the Winter figns, and end 
with the Summer, as here it may begin with Scorpio, and end with 7 aa- 
us, thus. From the beginning of the Line tothe beginning of Scorpio, 


py are 101 gr. 30m. This diftance compared with 38 gr. 30m. makes 


the {um 140 gr. and the difference 63, the Complement of chis diffe- 
rence is 27, the Altitude of 12 at noon in the beginning of Scorpio, 
andthe Excefs of 140 above 90 is 50, which gives the midnights Pro- 
fundity at the beginning of Scorpis, or the mid-days Altitude in che 


_ beginning of Tanrus. And if you work for the other hours (as in the 


Jaft example was largely fhewed ) you fhall find che Altitudes pointed 
out by the other foot of che Compaffes, for each hour in 00 of Scorpio, 
untill you come towards 90,and when you come beyond 90, the Excefs — 
fhews the Profundity for the reft of the hours of thenight in Scorpis; 
but the Altitudes for the anfwerable hours in the beginning of Zaa- 
rus. And fo allother Signs and Parallels of Declination. 

Thefe arethe particalars in which I intended to exemplifte, becaufe 


 cheir ufes are more frequens than the others are. 


By the like work, havingthe Deelimagion and Reclination of any 


Plane, may be found. Firft, The Poles Altitude above the Plane; then 


in proportions in Signsalone may be found, the Planes difference of Lon- 
gitude, with the departure of the Subjtyle from the Vertical Line: andby 
thefeche Dial may be made, and the Lines placed in a right pofitione 
So,by che like work, having the difference of Longitude of any Ci- 
ty,or remarkable place from yours,and the Latitude of the fame place, 
you may find in what Pofitiona Plane is to be fet in your. Horizon, in 
refpect of Declination and Reclination, or Inclination, that may repre- 
fent the Horizon ot the fame place, and accordingly you may put on 


~ the hours that belong to that Plane or place, with all the other furni- 


cure whereby the Policions of the San, in refpeét of the place, may - 

be reprefented to your view upon the Plane. 

- Andbefides thefe, there are many other particulars which may be 
Bb 2 ; ‘performed 


188 | Mr. Samuel Fofter bis 


performed nponthisScale, namely, all chat fall under the fore-men-— a 


tioned tourth Axiom of Spherical Trigonomecry. 


a 


~~ 


“ C H A P, , X. -. 
Of the ether Scales onthe edges and fpare places of the Sectors 


Henthen the Seétor is opened intoa ftraight Ruler, chen will 

VV che divilions of the outer edges of the two Legs, and upon the 
two flat fides, ( which in the former ufage of the Sector appeared to 
be divided or broken) be made up, and become as entire Scales. 

1, Thofe on the outer edge are che three ufual Logarishmetical 
Lines of Numbers, Sines, and Tangents. The ufe of chofe are fhewed 
moft largely by Mr. Ganter in the ufe of che Crofs-ftaff, and therefore 
I fhall need to fay no more of-them. | 


2. The two Scales of Foot and Inch meafure, upon one of the flat 


fides, will (erve co meafure fmall lengehs, chat reach not above one 
foor, or ele co make longer Scales of feotor inch meafure, whereby 
greater lengths may be mealured, 

And this is all I thatl needto mention of thefe two Scales, the ochers 
that remain, require fomewhat more to be faid of them. 


iA 


CHAP. XI. 
Of the two Scales of wine and Ale meafure. 


It is here fup- § Wine Gallon contains 231 2 Cubical 
pofed shata 2 Ale Gallon contains 288 § Inches. 


Hefe two Scales ferve for the {peedy gauging of Wine, Ale, or - 


Beer Veffels ; and therefore you mutt firtt prepare a Staff of con- 
yenient length, whereby co take she Dimenfions of any veflel. And 
upon che Sraff. | : 


Fcr Wine, you muft fet on thelength of 4 foot and 43, parts of an wh 


inch, which length is to be divided into 36 equal parts, with decimal 


fubdivifions futable coeach part, and continue the fame parts quite 
through che lengeh of che Staff. For 


a 


el uber. 8 os) Rat RR al 


Ee ees Ed a et ee ENE TD, OE aS Se oh eee Me RTs m8 
Dt eMart as tet LOT DTT oro re Me Nee RST pe) Sey ee a tea so 
Z tz ~ i : 
c 3 ‘ 


| alteration of the Sectors pag 
For Ale, fet onthe lengeh of 4 foot and two inches juftly, and di- 
vide che fame into 25 equal parts, andfub-divide thofe parts decimally 
into as many fub-divilions as thofe parts will contain. 

Wich chefe Scales you are co meafare the Wine or Ale veffels, that 
is, you muft eaketheir Diameters at che bung and head, and meafure the. 
lengeh of them-each with his proper Scale. 

~ 


Then to find the Content inGalons. 


Count the length of the Diamecer at the bung, uponthe proper 
Scale ( that is, upon che Scale of Wine-meafure apon the Seétor, if ie 
be for Wine, or upon she Scale of Ale-meafure, if it befor Ale ) and. 


. taking the famein your Compaffesy apply it to che Line of Superficies, 


fetting one foot inche Center of the Se&tor, and mark where the other: 
foot falls, and noting the number, write itdown twice. In this work . 
the whole Line of Superficies is fuppofed to contain but ten parts only. 
Again, countthe Diameter atthe head, uponthe proper Scale of the - 
Sector, andapply ehat length likewife tothe Line of Superficies, and . 
nore what number it fallsupon, end write it under the two former, on- 


- Ty once:- then: add rhefe three Numbers together, and keep the fum, . 


Afterwads going tothe Line of Numbers. Say, 
As 2, to che length of the Veffel. | ‘ 
So.the former fum, co the content of the Veflelin Gallons. 
Example. 


Suppofe a Veffel whofe Diameter at the Bung, contained 22** 


' ‘partsof the Scale of Wine meafure: the Diameter at the head 187* 


of the fame parts; the fength of the Veffel 30 partsof fuch a Scale 
as is formerly prefcribed for Wine meafure, from which :thefe mea- 


fures here fuppofed aretaken. — 
The firft number of the Bungs meafure I take from the Scale of - 


~ Wine meafure upon the Seftor, and applying itcothe Line of Super- 


ficies, I find it shen to fall upon 42*, which number I fetdown . 


twice. 


Then again I take the head number from the fameScale of 4.°70 » 


| Wine meafure upon the Sector, and when it is applied to 4,70 
_ the Line of Superficies it reacheth co (about) 344 which I fer 3. 25 | 


under the two fermer numbers in right order,asinthe Margin 53. ‘s ‘ 
| the 


yess “adr, Samuel Folter his 


the fum of thefe three Numbers is 1245. Then upon the Line of — 


Numbers I work this proportion; — | a) 

As 2istothe fum 12 **: fo isthe length 30 to 190 ‘near upon. So 
thae the conrent.of fucha Veflel is near 190 Wine Gallons. And if it 
had been computed by Numbers, the concent would be about ;*; of a 
Gallon lefs. fiegte 

q If the fame Veffel were meafured by the fore-mentioned Staff 
made for Ale meafure, the Diameter at the Bung would be 18 of 
thofe parts, the Diamerer at the head 15, the length of the Vefiel 24. 
And the two former Diameters being taken upon the Scale of Ale mea- 
fure upon the Seéter, and applied tothe Line of Superficies will pro- 
duce the fame three Numbersas before. Then as 2 tothe fum of them 


= ee 


1245: fois 24the length to about 152, which isthe contentin Ale. 


Gallons. - 


CHAP. * XII. 
Hew to perforns the fame work of Gauging by Feet or Inches. 


Or this purpofe there are two Scales upon the inner edge of one 
of che Leggs of the Seétor, called Feet and Inches, which Scales 


cannot be true Feet or Inches, as by their length will eafily appear, a 
but for this work of Gauging ( whereunto they are chiefly intended ) 
they are co reprefeat Feet and Inches, and accordingly are here called a 


reprefentative Feet, and reprefentative Inches. | 


Now totakethe Dimenfions of a Veflel, namely, the length with 


the Diameters at head and Buhg, you mufthave a ftaff divided, 
Either into true Feet, and each foot decimally fubdivided : 
Gr into true Inches, and each Inch decimally again fabdivided- 


Thefe: Scales may be made from the true Foot and Inch Scales ins Ae 
fcribed upon the flat of the Seétor,as was intimated before inthe tenth 


Chapter. . : Ge 
Eicher of thefe two Scales will perform what is here intended. 


Wich one of thefe Staves ( which you have moft mind to) you are — 
to meafure the V effel ;and Knowing of what Numbers each Dimention y 


is, you may caft upthe content of the Veffelthus. 


To ‘e 


three Numbersand keep the fum. 


- Nomber of the Veffels length inFeettoa 4sb. Andas I to 


‘alteration of the Setter. jl ‘391 
sea oF find the content in Gallons. 


Count the Number of che Diameter at the Bung, upon the Scale 
of reprefentative Sh iat - Lupon the Sedor, and take thet length and 
fet it upon the Line of Superficies from the Center forwagds, and fee 
what Number it there falls upon, write chat Number-twice. | Remem- 
ber here again that che Superficial Line in this work is to be efteemed 
of 10 parts only. | So do‘alfo with the Diameter at the head. and 
write that Number under-the other two once only. And add thefe 


. Feet 
Then look what the Veffels length wasin Ne hae count the 
{ame number upon the Scale of reprefentatives hes $and whenyou 


have taken it off from thence, meafure it, 


Either upon the Line of 3 hee Smeafure, and fo what Number ie 


| reacheth thereon. Then upon the Line of Numbers fay, as 2 isto this 


laft Number, fo is she fum before found, to the Number ot 5 es é. 


Gallons contained in the Veffel. 
Or without mesfuring it ufon thofe Lines of Wine or A'e Mea- 


fure, youmay do inthis matiner. Find the fum of the three Numbers, | 
asbefore. Then uponthe Line of Numbers fay, as 2 tothat fum, fothe 


7, 481 for Wine, : - ¢ Wine >) 
dF colfotoAte; ¢fo the 4th Number to the content in $ re 
Gallons. ; 
If the Veffels length be taken in Inches, then thus: As 2to the 
{um, fo che Veflels length in Inches toa 4th. And again, as 10 to 
$ 6. 234 for Wine, do is the 4th Number to the content in eo 
5 ! ; ey eAle S&:.. 


h 


, 000 for Ales 


Gallons. 


CHAP,. 


7 7s 


gt Bér. Samnitel Eofter his 


oo CHAP. XII. 


‘Of the two Scales upon the inner edge of the other Leg, which are 
dsvined the one into 14, the other into 20 equal parts. 


Hele two Scales ferve further for Gauging: of Veffels by the 
J. mean Diameter, and the ufe of them‘is. 


To find fuch a mean Diameter between the D&meters of. the Ss 
headand Bung, as fhall reduce the Vefleltoanequal Cylinder 
of the fame length with the Veffel. . 


‘This way of Gauging is in ufe, aad for our common Veflels may 
ferve as coming fomewhat near the eruth, : 

Having meafured, either in Feec or Inches, the two Diametersat 
Head and Bung, take their difference and count it npon the Scale of a 
20. And taking that length from thence, and applying ic cothe Scale 
of 14, feewhat Number it cutsthere. Addcthat Number tothe leffer 
“Diameter, which is the Diameter at the Head, and thefumwillbe 
the mean Diameter. : 4 


To Gauge by the mean Diameter. 


You muft firft meafure the Dimenfions of the Veffel with a Scale | 
of Foot or Inch meafure. | : py 
Then take the Number of the mean Diameter out of the repre- # 
fentative fae. Sand meafure it upon the Line of Superficies M 
( effeeming che faid whole Line but 10 ) and keep the Number thatic 
falls upon. Then upon the Line of Numbers fay, Astetothe Number | 
kept ; fo ee length in aes oto a fourth. : | 
Then if the length be ier ib Inches, and the former work were 
Berineh 7-49 tor Wine 9.35 forWine, — 
alfo for inches,fay,as 8 tof ‘fuente ha Ror a5 10 t03 9:35 {OF pi: ; 
_ Sethe former fourth Number to the Number of Gallons in the Vela. 


Or 


~~  - pt al Veg, bonnes a a » y Se a 
, : - > ve 
G . 4 i] 


alteration of the Sector. 193 
Or if the length were given in foot meafure, and the formar work 


: al 
were alfo for Feer, fay, As 1 tos i : aa re reid 2 fo the former 
be 9 


fourth Number tothe contentin Gallons. : 
Or elfe take the Veffels length out of the reprefenratives i ie ¢ 
2 3 


and epply them to the > ie ¢ meafure Scales, and obferve whae 


Numbers they there fall upon. Then fay, as $10 this new length ;(0 the 
Number kepr before, to che Number Spas 2 Gallons in the 


Veffel. | 
This laft way isperformed by one work upon the Line of Numbers, 


wiereas the other requires two. 


CHAP. XIV. 


_ How to meafure Cartridges of Ganpowder to know how many pound 
are contained in them. 


1.1f the Cartridge be of 4 Cylinderical form. 


Irft meafure the Diameter and length of ic witha Scale of Deci- 
mal inches. Then count che Diamecers length. upon the Line of 
Lines, ( counting che whole Line of Lines as 10 reprefentative inches) 
| amd wich your Compafles, cake the Jength of char number from the 
Line of Lines, and epply itto the Line of Superficies, ( which now 
in this work muft be fuppofed to contain 10 parts) and nore the Num- 
_ ber which it reacheth unto. Thenupon the Line of Numbers, fay, 
_ As 4o% is to that Number noted, fo the length of the Cylinder, tothe 
| Number of the pounds of Gunpowder. 


2.Jf the Cartridge be of a Conical form. 


___ Meafure the Diameter of the Bafe, as before, and the length of the 
Cone likewife, both with a Scale of Decimal Inches, and count the 
_ Diameter upon the Line of Lines, and apply itto the Line of Super- 

5 Cc — ficies, 


\ 


| 194 ws Mr, Samuel -Fofter has - 


ficies, noting the Number thereon, as was done before. Then fay, ba 


As 121 #tothe Number before noted : So the length,toche ccmient in 
pounds of powder. See 


~ 


2 If the Cartridge be a vefetted Coney 


Meafure the Diameters of both Bafes, andthe length by aScale of 
Decimal Inches: Then count the greater Diameter upon the Lineof ~_ 


Lines, and meafure it upon the Line of Superficies, noting the Nam- 


ber, as was done inthetwo former ways. Afterwards, upon the Line 


of Numbers, fay ; Asche greater Diameter to the leffer ; So the no- 


ted Number to a fecond,and fo that fecond coathird. Add thefe three ~ 


the firft, fecond and third Numbers together, and keep the fum. Then 


- fay again, As 121 z isto the faid fum; Soisthelength, cochecontent 


x) 2] 
in pounds of powder. 


Or you m1y count both the Diameters upon the Line of Lines, and 
transfer them both to the Line of Superficies, and note what two 
Numbers they cut, count the fame two Numbers upon the Line of 
Nambers, and bifec&t che diftance between them, fo fhall you finda 


middle Number, which, with che two former, will make up three 


Numbers, che fame which were found, the other way. Then (as be- 


fore ) add thefe chree Numbers together, aud keep che fum, and again — 


fay, As 121 7 isto the faid fum;So is the lengthto che content in pounds 
of powder. 


The End of Mr. Fofters alteration of the Seéfor. ; 


My oe Se tee A oy atte’ Se" jell femmemouy Wie Coe ae Se sy et eRe Ke Po ae! Ca ogee 
- ? - 4 ‘ 5 : bd q e ta 
% f * 
' 


Belles nk eOnteript, 


hs Pon the Scheme of this Sector, as Mr. Fofter hath contrived 
Sb there are fome other Lines inferted iw the pare places 

| thereof, which do not go up tothe Center: As, Firft, Line of 

three hours, with their halves and quarters, which Line és noted at 

| every whole hour with %, aud at every half and quarter, with « 

_ bistle Line thus\, The ufe of this Line is chiefly in Dialling, and 

| the manner of ufing it w fafficiently fhewed in other of his works, 

and it moft exceliently andexpedicionfly performeth that manner 

of Dialling, which Adr, Gunter teacheh at the end of his third 

Book of the Sector. 

| There ave alfo other Scales, as one of Metals, and another of 

| Segments of 4 Circle, the ufes whereof are the fame, as Mr, Gune- 

ter hath fhewed at large: and there ts alfe added another 

| 

| 


| Line by Adr. Fokter, which t alfo called a Line of Segments ; that 
_ of Mr, Gunter reprefenting the Segments of a Circle + the other 
of Mr, Fofter, the Segments of a Sphere, and hath like ufe in 
| Spheres, as the other hath in Circles, 


Vale. 


ONE 


pane a ae ” 
ow Sint \ Sige rite che 
q : - yes, eN" 
“RD aE 


% ah bs tice 


s 


« % 


tai 


tee ne 
art 
et 


wy 4 
‘ ¢* hs * 


et tl 


: oy: a i 4? , 4 Y ; 4 ‘ay 
| Mi & | 
ssp oe thorn i we Sates Nair sera eT re aoe ae’ «cep ts be 
Va as z - i] = a 
} . : 7 eet 3 >. ‘ Lies 


baAtp 


THE ai 
CROSSSTAFF; 

iP hreesb 0 '0'Ks): 

: The Firft, 
Containing its Defcription, and the Ue thereof in . 

| taking of Heights and Diftances, 


The Second, 


Contains the Ufe of the Lines thereon in the Meafuring © 
of all manner of Superficies, and Solids, as Board, 
Glafs, Land, Timber, Stone, and Gauging of Velflels, . 
as alfo inthe famous Art of NAVIGATION. 


The Third, 


Contains the Ufe of the Lines of Numbers, Sines, 
and Tangents in Dialling, an Excellent and 
Compendious Treatise, fully teaching, and — 
amply explaining the Grounds and Reafons thereof, 
from a Projeétion of the Sphere ia Plano, 


To which is added, 


An APPENDIX, containing the Delcription and - 
Ufe of a fmall Portable Quadrant, for the more eafie 
finding the Hour and Azimuth, and other Solar . 
Conclufions of more frequent Ufe. | 


By Edmund Gunter. 


LONDON, 


Printed by 4. C. for Francis Eglesfield, and are to be fold at - 
. the Marigoldin St Pasls Church-yard. 1673. 


a i on P- 


at lon ane Bs bis. aaliqinaty i hau} 
esandl aa: bas sy isk 19 gaia 


Ca 


poet hivaoM ay hi agai il 2 Pant 
he ; ig eet 23 edieil Dit ete ; ae RP yh. itd ean ; Gt hs 
th bn Vio snigusd ba Kp 2: 7 adm h ne 


| ADIT AD rv AVE ta HA anomie oils ni ols 
nae y Ne teas bid? et rT ‘ : 


“ae * 


— 


: a ea earch a Ky ganic ocd. to otis Swi Ue 


| ing ‘4Susl llooxd ne gaillsiCl ob 2jasgec ld pas § 
ee hes | yaid3ses. yligl art Aw az a canada 7g 

i Aete rane anoineA bas shrvorwd: ol) onintsiqzs vq: “fi 
i Ape 27 ee Sak ose q eo iy Aone nS a i mote 


= WODDS ae isidw of. Re 


(ae poidaO $d gaigisyno> kid is a <4 Ai 4 
ghar. sx0m ada rot aasronyO oldsiy Rat Ey to Te ie 
ep Se 13 ang bas Adipensd bhe wolt te ‘aad a fie 
“ue | ie ah inure eel snaupait 21018 j03 a oistoaoeyal | 
Sas? ec Iie hcink ip ak it et pea Tas < 


as. _weQ Twat a 
ne ihe 4 MeO Ke de Go a 
eS) ad Os 348 bis’ MASS dawn at y ie d i 
als Voss espdintenich Pinu t @ i BgtM 


FIRST BOOK 
CROSSSTAFF. 
- CHAP, 1. stor th 


Of the Defeription of the Staff. . 


He Crofs-Staff, is an Inftrument well known to our: 
Seamen, aod much ufed by theanciénr Aitrono- 
mers and others, ferving Aitronomically for ob- 
fervation of the Alticuceand Angles of diftance- 
inthe Heavens; Geometrically for Perpéndi- 
cnlar Heights and Diftances: on Land and - 
Sea. babe 

3 The Defcription and feveral Ufesof it areex.. 

‘tant in Print, by.Gemma Prifius in Litine, in Englith by D. Hood. L- 
differ fomething fromthem both, in the Projection of chis Staff, bur 

_ fo as their Rules may be applyed unto it, and: all their Propofitions be 

- wroughe by ic ;. and therefore referring che Reader to their Books, I 

_ fhall be brief in the Explanation of that which may be applied from. 


theirs unto mine, and focometathe Ufeof thofe Lines which ‘ere oF. 
my Addition, noc extantheretofore. pa 

- The neceftary partsof thie Inirument are Five; (s.) The Sat 
(2.) The Crof, And(3.Jchethree Sights; The Stath which Imade 


for my own ufe, is a full Yard in length, that fo ic may ferve for 
The - 


meafure. 


200 The Defcription of Lines. : | 
-_ The Crofs belonging to it is 26 Inches } becween the two oftward 
fights, If any would have it ina greater form, the proportion between — 
the Staff and the Crofs, may be fuch as 3 Go unto 262, 

_ The Lines infcribed on che Staff are of four forts: One of them 
| ferves for Meafure and Protradtion : One for obfervation of Angles: — 
One forthe Sea-Chart ; andthe four other for working of Proporti- 

ons in feveral kinds. Jj 3 

The Lineof Meafure is an Inch Line, and may be known by his — 
equal quarts, the whole Yard being divided equally into 36 Inches, 
and each Inch fubdivided firft into ten parts, and cheneach centh parc 
into halfs, : 

The Line for obfervation of Angles may be known by the double 
Numbers, fet on both fides of che Line, beginning at the fide at 20 
and ending at90: on the other fide at 40, and ending at 180: and 
chis being divided accordingto che degrees of aquadrant, I callit che 

Tangent Line on the Staff. 

The next Line is the Meridian of a Sea-chart, according to Aterca- 
tors Projection from the Equino€tial to 58 gr.of Latitude, and may be 
known by che letter 44, and the Numbers r, 2, 3, 4, unto 58. | 

The Lines for working of proportions may be known by their un- 
equal divifions, and she numbers at the end of each Line. ‘3 

1. The Line of numbers noted with the Lecter N, divided unequal- 
ly into £000 parts, and numbred with 1, 2, 3,4, unto10. 

2. The Line of Artificial Tangents is noced with the letter T, divi- 
ded unequally into 45 degrees, and numbred both ways, for tae Tan- 
gent and the Coraplemenr. ' | 

3. The Line of Artificial Sines noted with the letter S, divided un- 
equally into 90 degrees, and numbred with 1, 2, 354, un go. 

4. The Line of Verfed Sines for more eafie finding the hour and 
Azimuth, noted with V, divided unequally into abour 164. gr. 50 m. 
numbred backward with 10,20, 30, unto164,. 000 tf 

Thus there are feven Lines infcribed on the Scaff: there are Five _ 
Lines more infcribed on the Crofts. B 

i. ATangenc Line of 36 gr. 3 m. numbred by 5, 10, 1§, unto 355 
the midft whereof is at 20 gr. and therefore I call ic the Tangent of 
205 and this hath refpeé unto 20 gr. inthe Tangent onthe Staff. 

2. A Tangent Line of 49 gr. Gm. numbred by 5, 10,1 5,Unto 455 
the midft whereof isat 30 gr. and hath refpe& unto 3ogr. inthe Tan- 
gent on the Staff, whereupon J call itthe Tarigent of 30. sh ) 


ce 


3. A Line of Inches numbred with I, 2, 3, unto 263 each Inch 


‘equally fubdivided into ten parts, anfwerable co che Inch Line upon 


the Staff. Pe ine 
- 4. ALine of feveral Chords, one anfwerable toa Circle of twelve 


Inches Semidiameter, numbred with 10, 20, 30, unto 60, another a 
Semidiameter of a Circle of fix Inches; and the third to a Semidia- 
mecer of a Circle of three Inches, both numbred with 10, 20) 30; un= 
£0 90. 

s- Acontinuation of the Meridian Line from 57 gr, of Latitude 
unto 76 gr. and from 76 to 8 4 gr. 

Por the Iafcription of thefe Lines. The firft for meafure is equally 
divided into Inches, and tenth parts of Inches. yas 

The Tangent onthe Staft for obfervation of Angles, wich che Tan- 
gent of 2oandthe Tangent of 30%onthe Crofs, may all three be in- 
fcribed out of the ordinary Table of Tangents. 

The Staff being 36 Inchesin length; the Radius for the Tangent on 
the Staff will be 13 Inches and 103 partsof 1000: fo the whole Line 
will be a Tangent of 70 gr. and muft be numbred by their Comple- 
ments, and the double of their Complements, the Tangent of 10 gr, 
being numbred with 80 and 160. 

The Radius for the Tangent of 20 on the Crofs, will be 36 Inches, 


and the whole Line between the Sights a Tangent of 36 gr.3 m.accord-. 


_. ing as it is numbred, The Radius for the Tangent ot 30¢r. on the 
— Crofs, will be 22 inches and 695 parts of 1000: fo the whole Line bee 
eween the fights will contain a Tangent of 49 gr. 6m. infuch fort as 
they are numbred. | 

The Meridian Line may be infcribed out of the Table which I fee 
down for this purpofe inche ufe of che Sector. 

The Line of Numbers may be infcribed out of the firft Chiliad of 
Mr, Briggs Logarithms : and the reft of the Lines of proportion oue 
__of my Canon of Artificial Sines and Tangents, and in recompence 
thereof this Book will ferve asa Comment to explain the ufe of my 


Canon. | 


Dide i-\utnaty GEA Bo 


| The Defeription of Lines. 205 


BCR S 
F a 


non sts The fe off the Lines of Inches 


~ ce SIE EES OE . me . ; : : 


CHAP. IL 


rhe ufeof the Limes of Inches for perpendicular heights ana 
diftances. 


N taking of heights and diftances, the Staff may be heldin fuch 

fort, that itmay be even with che diftance, and the Crofs parallel 
with the height : andthenif the eye atthe beginning of che Staff fhall: 
fee bis marks by che inward fides of the two firtt fights, chere will be 
fuch proportion between the diftance and the height, as is between the 
parts intercepted on the Scaff andthe Crofs. Which may be farther 
explained in ehefe Propofitions. . : 


%e 
a 
® 
‘eo 
es 
e 


+ e? "eee, 
B Mesaaonn gogPasase Sgneausinas '*_or ‘auner kl 
Hee D 


1, Tofind an height at one feation, by knowing the diftance. 


Set the middle fight uato the diftance upon the Staff, the height mill 
-be found upon the Crofs. For, | ! 


Asthe Segment of the Staff 

unto the Segment on the Crofs s 
‘So is the diftance given, 

unto the height. 


Cee WORT, Gl bee ree Ne eT ONCE Pe BD OR Ore ee gate a Be oe eae Pe 
Need : Wes) Cae oe Stag) Moo. . 


- 


for heights and diftences, has he ews 


As if the diftance A B being known to be 256 feet, ie were required 
tofind the height BC: firt I place the middle fighe at 25 inches and 
6 partsof 16; thenholding the Staff level with the diftaace, I raile 
the Crofs Parallel unrothe height, in fuch fort, as that my eye may fee _- 
from A the beginning of the inches on the Staff by the fight E, at the 
beginning of the inches onthe Crofs unto the mark C: which being 
done; if I find 19 inches and 2 parts of 10 intercepted on the Crofs 
ih the fights at Eand D, I would fay the height BC were 192 
eet. 

Or if the obfervation were to be made before the diftance were 
meafured, I would fer the middle fight either unto 10 inches, or 12 or 
16, Or 20, or 24, or fome fuch other number as might beft be divided 
into feyeral parts, and then work by proportion. As if in che former ° 
examplethe middle fight were at 24.0n the Staff, and 18 onthe Crofs, 


. it fhould feem that the height is j of the diftance 5 and therefore the 


diftance being 256, the height fhould be 192. 
. 2. Tofind an height by knowing fome part of the fame height. 


Asif the heighe from G to C were known to be 48, and it were re- 
quired to find the whole height BC, either put che third fight, or 
fome other running fight upon the Crofs between the eye and the mark 


G. For then, 


As the difference between the fights Was 
unto the whole Segment of the Crofs : 

So isthe part of the height given, 
unto the whole height. 


If chen the difference between the fights at Eand F, hall be 45 ,snd 
the Segment of the Crofs ED 180, the whole height BC will be 


found to ber g 2. 


3. To find an height at two ftations, by knowiug the difference of the fame 
tations. 


As the difference of Segments onthe Staff, 
unto the difterence ef {tations ; 
So is the Segment of the Crofs, ‘ 
unto the height. Dd 2 Suppofe 


“ 


t 


204 sss he wfe of the Lines of Inches 


t 


. Suppofe the firt ftacion being at H, the Segment of the Crofs E D 


were 180, andthe Segmentof the Staff H D 300: then coming 64. " 
feet nearer unto B, in a dire& Line unto a fecond ftationat A, and — 


making another obfervation, fuppofe the Segment of the crofs E D> 
were 180 as before, andthe Segment of the Scaff AD 2405 take 240 — 
out of 300, the difference of Segments will be 60 parts. And 


As 60 parts unto 64 the difference of ftations: — 
So D E 180 unto BC 92 the height required, 


In thefe chree Propofitions there is a regard to be had of the heighe 
of the eye.For the heighe meafured,is no more then from che level of 
the eye upwards. 


4. To find adiftance, by knowing the height. 


As the Segment of the Crofs, 
unto the Segment of che Scaff : 
So is the height given, 
unto the diftance. 


So the Segment ED being 18, and DA 24, the height C B 1925 
will thew the diftance A B to be 256. | | 


5. Tofind adiftance, by knowing part of the height. . 


As the difference berween the fights, 
unto the Segment of the Staff : 

So is the part of the height given, 
unto the diftance. 


And thus the difference between E and F being 45, and che Sep. 
ment D A 240; the part of the height G C 48, will give the diftance 
A Bro be256. 

6. To i h diftance at two ations, by knowing the difference of the fame 

Ghi0ns, + 


Asthe difference of Segments on the Staff, - 
untothe difference of ftations < So 


| 


| breadth BC, the proportion wall hold ; 


1 
F 
| 


for heights and difances, | 109 


a | So is the whole Segment, 


unto the diftance... 


And thus the Segment of the Crofs being 180, the Segment of the 
Staff at the firft tation 240; atthe fecond 300, the difference of the 
Segments 60, and the difference of {tations 64, the diftance AB at. 
the firft ftation will be found tobe 256, and the diftance H Bat the {e-. 
cond ftation 330. | * 


7. Tofind a breadth, by knowing the diftance perpendicular to the breadth, 


". This is all one with the firt Propofition. For shis breadth is.but.an: 


height turned fideways ; and therefore 


As the Segment of the Staff, 

unto the Segment of che Crofs.; . 
So is the diftance : 

unto the breadth.. 


And thus the Segment of the Staff being 24, and the Segment of © 
of the Crofs 18, the diftance A B 25.6, will give the breadth B C to be 
192. . 


~ 8: To fisd a breadth at two ftationsin a Line Perpendicular tothe breadth, 
by knowing the difference of the fame frations.. 


This is alfo the fame with the third Prop, and therefore 
As the difference of Sesments on the Staff, 
unto the difference of ftations: 
So the Segment on the Crofs between the two fights. 
unto the breadth required. 


And thus the difference between the {tations at A and H being 64, 


| the difference of Segments on the Staff 60, the Sep mene of the Crofs 
180, the breadth B C will be found tobe 193. 


In like manner may we find the breadth G C, for having found the » 


Ag. 


We Ue hg Pa a ae 


or 
} 


Ha6 Of taking bntatss 


As DE is unto F E, fo BC unto G C, Or otherwife, 
As H 4untoH A, fo F Eunto GC. , 


Neither is i¢ material whether the two ftations be chofen at one end 
of the breadeh propofed, or without it, or within it, if the Line be- 
eween the ftations be Perpendicular unto the breadth s as may appear, 
if in ftead of the ftations at Aand H, we make choice of the like (ta- 
tions at] and K, 7 

‘There might be otber ways propofed to work thefe Propolitions,by 
holding the Crofs even with the diftance, and she Scaff parallel wich the _ 
height: but thefe would prove more troublefome,and thofe which are — 
delivered are fufficient, and che fame with thofe which others have fet 
‘ | flown under the name of the Facebs Staff. 


\ 


Pg 
te 


oo. 
aes 


cf 


| og FX 
a ————— 


The wfe. of the Tangent Lines. 


CHAP. MUI, 


_ (ee 
A ae =e SS SSS | ees a SS PS iN 
% : i : 
* had 
A, t jg & 
¢ -“ 5 7 
% 4 af 
! % = rt 
A = 
* 2 : 
| ¥, 7 
| > < a’ 
| 3 = se 
% ; 3 
e ay rt > 
% ; : : 
% > s } e 
° 7 , 
Any 4 3 ¥ = . 
WG + : i fff 
bit ° © s He! 
AREAS, REE LODE Cs SRA US 
0 i. es eee ee eee ee eae 
% . ‘ * ie f > ue 
% % ° he $ © 
& 2 saogennner® H "Es. ofa, = £ 
% yeast - Or : Jo" peer, & 
% xo ¢ RON, 
% 987 . s e Teo, Sy 
& ° eo 2 wy / 
ys. eG F Fol, 
a om . a a s , 
a “ e, oe 2 a - 7 
ay? ck A : ,  YO%,- 
A) % s Ss : 2 £ % 
LS & 3 ~4 © D ¢ 
bass % 2 S : 2 = = 
ee) » & BE pe 5 
s /* % 3 i e * @ 
2 3 ° s - a ¢ 
x AA i ie e O 
= % é s if ~ ? 
<Q + - : Peay 
2 +, . ~ rhe iY 
e ° ° . ® SJ 
nS) EA a Oe D , 
-—ot » ~ e . ° @ 
=. % on 4 e @ e 
rf SS Se eS 
re * Sik aS 
§ ee J 
& @ ee fs ry 
i Sais 2 2 
° + Scira ? 2 
3 oe o@ © ]-M e y 
eS i | Pr 
- 3 os th- me 
Cy cx» , = 
e » As He 
4 SHG 
Ef AX; 
( 
as 


207 


| The He of the Tangent Eines in taking of Angles. 


1. To find an Angle bythe Tangent onthe Staff. . 


Et the middle fight be always fet to the middle of the Crofs, no- - 
Lies with 20 and 30, and then the Crofs drawn nearer the eye, 


wocill ghe marks may 


be feenclofe withinthe fights, For feif the eye 


at... 


The ufe of the Tangent Liness “a 
at A (that end of the Staff which is noted with 90 and 180.) beholding 
-the mark K and N_ between the two firft fights, C and B, or the. 

marks K and P becween the ¢wo outward fights, the Crofs being drawn. 
down unto H, fhall ftand ar30 and 60, inthe Tangent onthe Staff : ie 
‘ftheweththe Angle K ANis 30gr. the Adgle K AP 60 gr. theone 
doubleto the other; which isthe reafon of the double-numberson — 
this Line of the Staff: and chis way will ferve for any Angle from 
20 gr. toward 90 gr or from 40 gr. coward 180 gr, Butif the Angle 
be lefsthan 20 gr. we muft then make ufe of the Tangent uponthe — 
Crofs. | | 


208 


‘ 


2, To fad an Angle by the Tangent of 20 upon the Croft. 


Set 20 unto 20, that is, the middle fight to the midftof the Crofsat _ 

the end of the Staff, noted with 20, fo the eye at A, beholding the 

marks Land N, clofe between the two firft fights, C and B, thall fee 
shem in an Angle of 20 gr. 

If che marks fhall be nearer together, as are M and. N, then draw 
‘inthe Crofs from C unto E: if they be farther afunder, as are K and | 
N, then draw out the Crofs from C unto F; fo the quantity of the 
Angle fhall ftill be found in the Crofs in the Tangent of 20¢r. atthe 
end of the Staff: and this will ferve for any Angle from 20 cowards 
35 er. 


3. Tofied an Angle by the Tangent of 30 pon the Crofs, 


This Tangent of 30 is here put the rather, thatthe end of the Staff — 
refting arthe eye, the hand may more eafily remove the Crofs : forie 
fuppofech the Radiusto bene longer than AH, which is fromthe eye — 
atthe end of theSeaff unto'30 gr. about 22 inches and 7 parts. Where- ~ 
fore here fet the middle fight unto 30 gr. onthe Staff, and then either 
draw the Crofs in or our, untill che marks be feen between che two 
firft lights ; fo the quantity of the Angle will be found in the Tangent 
of 20, which is here reprefented by che Line GH; and chis willferve _ 
for any Angle from o gr. coward 48 gr. 7 


4. Toobferve the Altitude of the Sun backward. 


Here it is fit to have an horizontal fight fetto the beginning of ihe 
: Sta >” 


The ufe ofthe Tangent Lines; = ° 209 
‘Staff, and chen may-yon turn your back toward the Sun, and your 
Crofs toward your eye. If the Altitude be under 45 gr. fet the middle 


fight to 30 onthe Staff, and look by the middle fight through the Ho- 
“rizontal unto the Horizon, moving the Crofs upward or downward, 


untill the upper fight do thadow the upper half of the horizontal 
fight: fo the Altitude will be found inthe Tangent of 30, 

. Tf the Altitude thall be more than 45 or. fee the middle fishe unto 
the midft of the Crofs, and look by the inward edge of che lower 
fight through the Horizontal tothe Horizon, moving the middle fighe 
in or out, untill the upper fight do fhadow the upper half of the Ho- 


-between4.0 and 180, L | 


-rizontal fight + fo the Altitude will be found inthe degrees on the Staff 


5. To fet the Staff to any Angle given. 


This isthe converfe of the former Propofition: For if the middle 
fight be fet to his place and deg ree, the eye looking clofe by the fights 
as before, cannot but fee his obje& in the Angle given. 


6. To obferve the Altitude of the Sun another way. 


Set the middle fight to the middle of the Crofs, and hold the Hori- 
zontal fight downward, fo as the Crofs may be paraflel coche Hori- 
zon,then isthe Staff Vertical; and if the outward fights of the Crofs 
do thadow the Horizontal fight: the Complement of the Altitude will 
be found inthe Tangent on the Staff. 


7.10 obferve an Altitude by Thread and Plummet. 


Let the middle fight be fee to the midft of the Crofs,and to that end 
of the Staff which is noted with 90 and 180 ; then having a Thread and 
a Plummet at the beginning of the Crofs, and turning the Crof up- 
ward, and the Staff cowards the Sun, the Thread will fall on the Com- 
plement of the Altitude above the Horizon, And this may be applied 
to other purpofes. | | 


8.7 0 apply the Lines of Inches to the taking of Angles. 


Bane Angles be obferved between the two frit fights, there will 
I + i Ee be 


7 


210° The ufe of the Line of Chords. 


be fuch proportion between the parts of the Staff and the parts of the 
Crofs, as between the Radius and the Tangent of the Angles 

Asif the parts intercepted onthe Staff were 20 inches, che parts on 
the Crofs 9 inches, Thenby proportion as 20 unto 9, fo 1e000 unto 
45000 the Tangent of 24 gr. 14m. 

Bur if the Angle fhall be obferved between che two outward fights, 
the parts being 20 and.o as before, che Angle will be 48 gr. 28 m. 
double unto the for mer, : | 

In all chefe there isa regard to be had to the Parallax of the eye,and 
~ his height above the Horizonin obfervations at Sea; ro the Semidia- 
meter of the Sun, his parallax and refraGtion,as in the ufe of other flaves. 
And fo this will be as much, or more than that which hath been here- 
- sofore performed by the Crofs-Staff. 


= 


CHAP, Ivy. ) 


The ufe of the Lines of equal abd joyned with the Lines of 
| | Chords. 


2 ks Lines of equal parts do ferve alfo for protraétion, as may ap- 
pear by the former Diagrams, but being joyned with the Lines of 
Chords, which I place upon one fide of the Crofs, they will farther 
ferve for the protraétion and refolucion of right Lined Triangles; 
whereot I will give one example in finding of a diftance at two {tations 
otherwife than inthe Second Chapter. 

Let the diftance required be AB, st A thefirft tation, I make 
choice of a ftation Line towards C,and obferve theAngle B A C by the 
Tangent Lines, which may be 43 gr. 20m. then having gone an hun- 
dred paces towards C, I make my second {tation at D, where fuppofe 
I find the Angle B DC to be 58 gr. or the Angle BD Atobe 
this being done, I may find tie diftance A Bin this manner. 

1. Idrawaright Line A C, reprefenting the ftation Line: 

2. [take 100 out of the Lines of equal parts, and prick them down — 
from A the firft ftation unto Dehefecond. 

3. Topen my Compaflesto one of the Chords of 60 gr.and fetting - 
ene footinthe point A, with the other I defcribean occule Ark of a 
Circle tnterfecting the {lation Line in E, i | 


‘I12gr 


4-7. 


The wfe of the Lines of Chords. att 


4. I take out of the fame Line of Chords a Chord of 43 gr. 20° 
( becaufefuch wasthe Angle at the firft ftation ) and this I inicribe into 
that occule Ark from EuntoF, which makes the Angle FA D equal 
to che Angle obferved at the ficit tation. haat 


5 I defcribe another like Arkuponthe Center D, and infcribe ins 
to it a Chord of §3 gr. from C unto G, and draw the right Line D G, 
which doth meet with che other Line AF in the Point B, and makes 
the Angle B DC equal to the Angle obferved at the fecond ftation. 
Sothe Angles in the Diagram being equal tothe Angles in the field 
their fides will be alfo proportional ; and therefore, — 

6. I take out the Line A B with thy Compaffer, and meafuring it in 


__ the fame Line of equal parts, from which I took AD, I find it to be 


335, and fuch is the diftance required. 


Ee2 CHAP. 


ie fe" 


21Z 


The ufe of the Meridian Line, 


1.” 7 He Meridian Line, noted withthe letter M, may ferve for the 

more eafie divifion of the plain Sea-chare, according to Mer- 
cators Projection, For if you fhall draw parallel Meridians,each degree 
being half an inch diftant from other, the depree of this Meridian 


Line on the Staff fhall give the like degrees for the Meridians on the 
Chart, from the Equinoctial toward the Pole: and then if through 


chefe degrees you draw ftraight Lines Perpendicular to the Meridians, 
they fhall be Parallels of Laticude: 

If any delire to have the degrees of his Chart larger than thofe 
which I have put on the Staff, he may take thefe and increafechem ina 
double, or treble, or a decuple proportion at his pleafure. 

2, This Meridian Line being joyned with the Line of Chords, may 
ferve for the protraction and refolution of fuch right Line Triangles . 
as concern Latitude, Longitude, Rumb and Diftance inthe practice of 
Navigation. Astay appear by this example. 

Sappofe two places given, A inthe Latitude of 50 gr. D inthe La- 


situde of g2¢r. 2, the difference of Longitude between them being 


6 gr. and.tec it be required to know, firft, what Rumb leadeth from 
the one place tothe orher; fecondiy, howmany degrees diftant they 
are afunder. 


:. Idraw aright Line A E, reprefenting the Parallel of-the place 
from whence I depare. ang | 
. 2,-Ieske 6 gr. for the difference of Longitude, eisher ont of the 
Line of Inches, allowing half aninch for every degree, or out of the 
pegionins a ae  eHslen ne $a there the Meridian degrees dif- 
ervery lictle from the Equino@tal deprees ) and thefe6 er. { 
down in the Parallel aa Ato E. Bee sam 
3. InAand E, ereét two Perpendiculare, 
the Meridians of both places, -. 


» “4 Ftake the difference of the Latitude from 5@ gr. tO §2e7. 30m, 


Oug ei 


A Mand ED reprefenting i 


| The afe of the Meridian Line. Eo 
' out-of the Meridian Line, and prick it down in the Meridians from A 
unto M, and from Eto D, and draw the right Line M D for the Pa-- 
- yallel of the fecond place, and the right Line A D for the Line of di- 

ftance between both places: focthe Angle M AD fhall give the Rumb » 
that Jeadeth from the one place to the other. 


, 


ay 
TTI} Att ot 


i moo ri 


53 
a a ST 


| 


oO 
* Pi 
TN 


2 


5.To find the quantities of this Angle M A D,I may either make ufe- 
~ of she Protraétor,or elfe of a Line of Chords,and fo lopenmy Com~ 
~ paffes unto one of the Chords of 60 gr. and fetting one foot in the: 
Point A, withthe other I defcribe an occule Ark of a Circle, inter-: 
- fedting the Meridian inF, and the Line of diftance inG; then I take 
the Chord of F Gwith my Compaffes, and meafuring ic in the fame- 
Line of Chords as before, I find it 6 gr. 4 : and fuch ts the Iaclinati- 
tion of the Rumb to the Meridian, which is che firft thing that was rez» 


uiredé 
: | | | 6. To 


ag ee | 


214. The ufe of the Meridian Link 


6. To find the quantity of the Line of diftanceA D, I take it oue 


‘with my Compafies, and meafuring itin the Meridian Line, fetcing one 
foot beneath the leffer Laticude,and the other foot as much above the 


greater Latitude, J find about 4¢r. + intercepted between both feet : 


~.-and fuch isthe diftance upomthe Rumb, which is the fecond thing thae 


Was required. | 

But if this example were protracted according to the common 
Sea-Chart,; where the degrees of the Equinoétia! and Meridi- 
an are both alike; the Rumb M AD would be found to be 


above 67 gr. 23 m. and AD the diftance upon the Rumb about 


6 gr. 4. 

Stppofe farther, that having fee forth from A toward D, upon 
the former Rumb of 56 gr. 15 wm. NEGDE, after the Ship had 
run 36 Leagues, the wind changing, it ran 50 Leagues mere upon the 
feventh Rumb of E/N, whofe inclination to the Meridian is 78 gre 
45 m. And let it be required to know what Longitude and Lati- 
tude the Ship is in, by pricking down the way thereof upon the 
Chart. 

Havind drawn a blank Chare as before,with Meridians and Parallel, 
according to the Latitude of the places propofed. | 

1. T would make an Angle M A Dof 56 gr. 15 m. for the Rumbof _ 
NEDE, which is done after this manner: I open my Compaffes to 
one of the Chords of 60 gr. and fetting one foot in- the Point A,with 
the other I defcribe aw occult Ark of a Circle, interfecting the Meri- 
dian inF : thenI take 56 gr. 15m. out of the fame Line of Chords, 
and prick them down from FuntoG. focheright Line AG fhallbe 
the Rumb of NEDE. 7 } 

2. I would take 36 Leagues out of the Meridian Line, extending 
my Compaffes from 50 gr. t0§ 1,48. or rather from as much be- 


_ low $0 as above §1, and prick chem down upon the Rumb from A un- 
tol; fo the Point I fhall reprefent the place wherein the Ship was 


when the wind changed. And this is in the Latitude of §t gr. om 
and in the Longitude of 2 gr. 21 m. Eaftward from the Meridian 
AM, hd | “pi 
3. By the fame reafon, Jmay drawthe right Line] K fer the Rumb _ 
of EDN, and prick downthe diftance of 50 Leagues from J untoK : 
fothePoint K fhall reprefent the place whither the Ship came, after 
che running of thefe 50 Leagues: and this is inthe Latitude of 51 gre” 
30 m, andin Longitude 6 gr, 16%. Eaftward from the firft Meri- 
dian 


a The ufe of the Meridian Line. ‘2re 
dian AM; and therefore 16. Eaftward from the fecond Meridian 
ED. eA 
But if thefe two courfes. were to be pricked down by the com- 
mon Sea-Chart, the Point I would fallin the Latitude of §1 gr. om, 
and the Point K in the Latitude of g1gr.30. But the Longitude 
of I would be only 1 gr. 30 m. and the Longitude of K only 
3 gr. 57 m. More: both chefe do make but 5 gr: 27 m. for the 
difference of Longitude between the firft Meridian A M, and the 
Point K: whereby it fhould feem thar che Point K is yee 33 m..° 
Weftward from the Meridian of the plice to which che Ship was. 


bound. 
Such is the difference between both thefe Charts. 


CH AP; 


si ae, a 


te 


cet a 


b eu AGRE LY p * 


CHAP, VI. 
(The wfe of the Line of Numbers 


He Line of Numbers here noted with 1,2,314, 
unto 10, is compleat in thole divifions which 
are between 1 and 10: the-other like divifions at 
the beginning of the Line do ferve rather to an- 
{wero the firft degrees of the two other Lines of | 
Sines and Tangents, than for any neceffity, which | 
is the caufe why fome of them are omitted. And 
here, as in che nfe of other Scales, the figures 
1, 2,3,4.that are fet down upon the Line, do fome- 
times lignifie themfelves alone, fometimes 10, 20, 
30, 40, fometimes 106, 200, 309, 4.00, and fo for= _ 
L 49 ward, asthe matter fhall require. The firft figure 
of every Number is always that which ts here fet 
-44°down, the -reft mutt be fupplied according co che 
nature of the queftion. im. 


£ 


1. Having two Nunsbers given, to find a third in come 
1 13 tinwal-propcrtion,a fourth, a fifth, and fo forwards — 


m2 Extend che Compaffes from the firft Number — 
1$ unto the fecond; ther may you turnthem fromthe | 
fecond to the third, and fromthe third to the © 
+46 fourth, and fo forward. the 
Let the two numbers given be 2 and 4, extend 
‘7 the Compafles from 2 to 4, then may you turn | 
them from 4.to 8, and from 8 to 16, and from 16 — 
to 32, and from 32 to 64, and from64t0 128. 
Or if one foot of the Compaffes being fet to 649 | 
| the other fall out of the Line, you may fet ito © 
}-mnw another 64 nearer the beginning of che Line, — 
and there the other foot will reach to 128, and | 
from 128 you may turnthem to 256, and fofor 
ward. , 


1 EP tee ty Seed oY Seen an NAME ES Pen Br Ere 
" th) 


mae nO e 

The ufe of the Line of Numbers, 217 
Or if the two firft Numbers given were 10 and 9 : extend the Com” 
__ Paffes frow ro atthe end of the Line, back unto 9, then may yoyturn 
___ them from’g unto 8, 1, and from 8, 1, unto 7,29. And fo if che two 
_ firft Numbers given were r and 9, the third would be foundto be 
81, the fourth 729, withthe fame extent of the Compaffes. 

In the fame manner, if the two firft Numbers were 10 and 12, you 
may find the third proportional to be 14,4, the fourth 17,28, And 
with the fame extent of the Compafles, if che ewo firft Numbers were 
I uh 12, the third would be found to be 144, and the fourth to be 
1720, 


*"-. > * ee gee Sah ew OD OY OME a Ae 
eS een army Emre SP ey F ty ere 


2. Having two extreme Numbers given, to find a mean proportional 
between thenp. 


Divide the fpace between the extreme Numbers into two equal 
parts, and the foot of the Compaffes will ftay atthe mean propor- 
tional. Sothe extreme Numbers given being 8 and 32, che mean be- 
tween them will be found to be 16, which may be proved by the 
former Propofition, where is was (hewed, that as 8to 16, foare16 
£32.. =” 


3. Tofind the {qaare Root of any Number given. 


The fquare Root is always the mean proportionl! between 1 and 
_ the number given, and therefore to be found by dividing the fpace be- 
tween them into two equal parts; So the Root of 9 is 3, and the © 
Root of 81is9, and the Root of 144 is 12, and the Root of 1440 
- almoft 38. : : 
If you fuppofe Pricks under tae Number given, (asin Arithmetical 
extraction ) and the laft Prick to the lefe hand (hall fall under che lat 
| figure, which willbe asoft astherebe odd figures, the unity will be 
belt placed at 1 inthe middle of the Line: fo the Root and the Square 
will both fall forward toward the end of the Line. But if che lait 
Prick fhall fall under che laft figure but one, which will be as oft as 
there be evenfigures, then the unity may be placed at 1 in the begin- 
ning of the Line, andthe Square in the fecond length, or rather che 
Unity may be placed at 10 in the end of che Line of she Roor, and the 
Square will both fall backward toward the middle of che Line, in the 


_ fecond length. 
Ff | 4. Having 


peaieen 


— 


‘~ 


218 The ufe of the Line of Numberse 


4. Having two extreme Numbers givens to find two mean Proportionals | 
between them. 


Divide the fpace between the two extreme Numbers given into -— 
three equal parts, Asif che extreme Numbers given were 8 and 27,di- 


vide the fpace between them into three equal parts, the feet of she 
Compaffes will ftand in 12 and 18. 


5. To find the Cabic Root of a Number given. 


The Cubic Root is always the firft of two mean Proportionals — 
between 1 and the Number given, and therefore to be found by divi= — 
ding the fpace between them into three equal parts. ° 

So the Root of 1728 will be found tobe 12. The Root of 17280is 
almoft 26: andthe Rootof 172800 1s almoft 56. | 

If you fuppofe a Prick under the Number given afrerthe manner of 
Arithmetical extraction, and the laft Prick co the lefe hand fhall fall 
under the lat figure, asitdothin 1728, the unite will be beft placed 
at 1 in the middle of the Line, andthe Root, the Square,and the Cube, — 
will all fall forward toward the end of the Line. 3 7 

If the la(t Prick fhall fall under the laft figurebutone, asin 17280, 
the unite may be placed at 1 in the beginning of the Line, and the — | 
Cube inthe fecond length, or the unite maybe placed at ro intheend 
endof the Line: and the Cube in the firft lengths or if the Cube 
ea of the Line, you may help your felf, as in che firft Propo- 

ition. | 
~ But if the laft Prick thall fall under the la(t figure but two, as 17 | 
172800, then place the unite always at 10 in the end of theLine: fo — 
the Root, the Square, and the Cube, will all fallbackward, andbe 
found in the fecond Length between the middle and end of the © 
Line. > i | 


6. To multiply one nunsber by another. 


_ Extend the Compaffes from 1 to the Multiplicator 5 the fameex- | 
rent applied the fame way, fhall reach from the Multiplicand roche | 
Produ&. | 1 Ae | 
Asif the Numbers tobe multiplied were 25 and 3.0: either ene 

: the 


The wfe of the Line of Numbers.”  2i9 
the Compaffes frora 1 to 29, and the fame extent will give the diftance 


| from 30 to 750; orextend them from 1 to 30, and che fame extent 


fhall reach from 25 to 750. 
| 7 To divide ont Namber by another. , 


Extend the Compaffes from the Divifor to x, the fame extent fhall 
reach from the Dividend to the Quotient. | 

Be if 750 were to bedivided by 25, the Quotient would be found 
tobe30, 


8. Three Numbers being given, tofind a fourth Proportional: 

This golden Rule, the moft ufeful of all others, is performed with 
like eafe. For extend the Compaffes from the firft Number to che fe- 
pends che fame extent fhall give the diftance from the third to che 
ourth. ; 

As for example, the proportion between the Diameter and the 
Circumference, is faid to be fuchas 710 22: if the Diameter be 14° 
how much is the Circumference? Extend the Compaffes from 7 to 
22, the fame extent fhall give the diftance from 14. to 44.: or extend 
them from 7 to 14, and the fame extent fhall reach from 2 to 44. 

Either of thefe ways may be cried on feveral places of this Line ; 
but that place is beit, where the feet of the Compaffes may ftand 


* neareft together. 
9. Three Nambers being given. to find a fourth in a duplicated proportion. | 


If any have daily wfe of this Propoftion, be may canfe another Line of 
Nambeys to be made. | 


_ This Propofition concerns queftions of proportion between Lines 

_ and Superficies ; where if che denomination be of Lines, extend the 
Compaffes from the firft to the fecond Number of the fame denomi- 
nation: fo the fame extent being doubled, fhall give the diftance from 
che third Number unto the fourth. : 

The Diameter being 14, the content of the Circle is 134 sthe Dia- 
meter being 28, what may the contentbe? Extend the Compaffes 
from 14 to 28, the fame extent doubled fp reach from 154.to 616. 

Fr 2 For 


~ ; 2 x ~ 


Ree ER PN EP RAM ARSE EE op py OSCR en RE Si Fame ean NOT An gee rcadnag He peg reo eo) er 
Be ‘ + aby ay y 
7” * es y i 


2200 i(is«éT ale of the Line of Numbers. 


For firft, i¢ reachech from 154 unto 308-5 and turning the Compaffes i. 


ence more: itreacheth from 308, unto616; and this isthe content 
required. . 2°80 : 

But if the firft denomination be of the fuperficial content, extend 
the Compaffes unto the half of the diftance, between the firft Num- 
ber and the fecond of the fame denomination: fothe fame extent (hall 
give the diftance from the third to the fourth. | 3 

‘The contént of a Circle being 154, the Diameter is 14.:.the con- 
cent being 616, what may the Diameter be? Divide the diftance be= 
tween 154, and 616 into two equal parts, then fer one foot in 14, che 
other will reach to 28, the Diameter required. 


10, Three Numbers being given, tofind a fourth in a triplicated proportions. 


This Propofition concerneth queftions of proportion between Lines 
‘and Solids; where if ehe first denomination be of Lines, extend che 
_ Compaffes from the firft Number to the fecond of the fame denomina-. 
rion: fo the excent being tripled, fhall give che diftance from the third 
Number untothe fourth, 


Suppofe the Diameter of an Iron Bullee being 4:inches, the weigher 
of it was 9 /. the Diameter being 8 inches, what may the weight be2 
Extend the Compafles from 4 to 8, che fame extent being tripled, — 


willreach from 9 unto 72. For firft, tt reacheth from 9 unto 18; then — | 


from 18 unto 36; thirdly, from36 unto 7-2., And this is cheweighe 


required. 


. But if the firtt Denomination fhall be of the Solid content, or ofa 


the weight, extend the Compaffes toa third parrof thediftancebe- 


tween the ficft Number and the fecond of the fame Denomination ; fo 


the fame extent fhall give the.diftance from the. third Number unto | 


she fourth, 


The weight of a Cube being 72 /. the fide of it was 8 inches : the. | 
weight being 9 /. what may the fide be? Divide the diftance between __ 


72 and 9, intothree equal parts 3then fet one footto 8, the other will, - 


reach to 4, the fide required. 


4 


CHAP. 


| 
| 


I 
i 
i 
i 
! 


Pa > 


[ 


= far J eee, eet isek | Mite, Oe VIA SVP ea ee Came, Ou sees el Ry peiny's 
es ye &! , 4 ae oF At 4 y's 7 at) Shas 
“ -. 2 > a r 
‘ ‘ C 


‘The ule of, the Line of Artificial Sines, 221 


CHAP.) VII. 
The ule off the Line of Artificial Sines.” 


“W His Line of Sines hath fuch ufe in finding a fourth Proportional, 


as the orciiary Canon of Sines; and the manner of finding it: is 
always fuch, asin this example. 


As the Sine of 90 gr. : 
untothe Sine of 30 ¢r. 
-. SotheSineof 20 gr, . 
unco a fourth Sine. - 


Extend the Compaffes from the Sine of 90 gr.unto the Sine of 30 gr. 


_ the fame extent will reach from the Sine ot 20 gre unto the Sine of 


Lr. 5O Mm. 
Or you may extend them from the Sine of 90 gr. unto the Sine of 


20 gr. the fame extent will reach from the Sine of 307. unto the 


Sine of 9 gr. 50 m.and fuch is the fourth proportional fine required. 
In like manner if the queition propofed were, 


As the Sine of 30 ¢r. . : 
unto the Sine of 52 gr. . 

So the Sineof 38 gr, 
co a fourth Sine... 


Extend the Compaffes in the Line of Sines from 30 gr. unto §2 gr. 
the fame extent fhall give the diftance from 38 gr. unto 76 gr. Or, ex- 
tend them from 30 gr. unto 38 gr. the fame extent will reach from ; 
52 gr.unto 76 gr. whichis the fourch proportional Sine required. 

And thus may the reft of all Sinical proportions be wrought two 


ways. The minutes which are wanting inthe firft degree of the Sines 


may be fupplied by che Line of Numbers, as I fhew in the next.’ 
Chapter. 


— 


a2 The wfe of the Line of Artificial Tangewts: 


CHAP. VIII. 
The wfe of the Line of Artificial Tangents. 


Be Line of Tangents hath like ufe, but commonly joyned with 
the Line of Sines: the manner of working by ir, may appear by 
this example: ; 


As che Tangent of 38 gr. 30m. 
isthe Tangent of 23 gr. 30m. 
So isthe Sine of 90 gr. 
co a fourth Sine. 


This Propofition, and fuch others upon two Lines, may be wroughe 
two ways. For extend the Compaffes from the Tangentof 38 gr.30 mm. 
the Tangent of 23 gr. 30. the fame extent fhall give the diftance — 
from the Sine of 90 gr. co the Sine of 33 gr.8m. Or elfe extend them 
from 38¢r. 30 m. inthe Tangents unto 90 gr. inthe Line of Sines; | 
the fame extent from the Tangent of 23 gr. 30m. fhall reach tothe — 
Sine of 33 gr.8 m. which is the fourth proportional Sine required. 

And this Crofs work in many cafes fs the better,ia regard the Tan- 
gents which fhould pafs on from 40¢r.to §0 gr. and fo forward, doturn - 
back at 45 gr. Thefe ewo Lines of Sines and Tangents, may ferve for 
the refolution of all Spherical Triangles, according to thofe Canons 
which I have fee down in the ufe of the Sector. Only two cafes the — 
19 and 20 will be more eafily refolved by that which followeth inthe 
laft Chapter of this book. me 

Or if at any time one meet with a Secant, Let him account the Sine 
of 8ogr. foraSecantof to gr. and the Sine of 70 gr. for a Secant of 
— 20gr. and fotake the Sine of the Complement inftead of the Secant, 


Asif the Propofition were, 
As the Radius 
~ cotheSecant of srgr- 30m, 
So the Sine of 23 gr«Z0 m. 
toa fourth Sine. - 


Extend 


rae ape 


__ Extend the Compaffes from the Radius that is the Sine of 90 gr. to 
| the Sine of 38 gr. 30m. the fame extenc will give the diftance from 
the Sine of 23 gr. 30 m. bothto the Sine of 14 gr. 22 mrothe Sine of 
39gr. 50m. Butinchis cafe, che Sine of 39¢r. som. is the fourth 
required. For the firft number being lefs chan the fecond, chat is, the 
Radius lefs than the Secant,the Sine of 23 gr. 30 m, which is thethird, 
muft alfo be lefs than the fourth. | 
If the fourth proportional number fhall at any time fall out of the 
Line, by reafon of the minutes that are wanting in the firft degree, it 
may be fupplied by refolving the third Number given into minutes, 
and then working by the Line ot. Numbers. 


As if the Propofition were, 


AstheSine of 90 gr. | K 
tothe Sine of 10 gr. salt, 
So the Sineof 5 gr. 
_ toa fourth Sine. 
-  Orthe Tangent of § gr. ) : f 
toa fourth Tangenr. | 


Extend the Compafies from the Sine of 90 gr. untothe Sine af 
_ Togr, the fameextent will reach from the Sine or Tangent of § gr. 
| -beyond the end of the Staff. Wherefore I refolve thefe 5 gr. into 
300m. and find the former extent toreach in the Line of Numbers 
from 300 m, unto $2 m, and fuch is the fourth proportional re- 
quired. 
If the extent from the Sine of 90 gr, unto the Sine of 10 gr. be too 
large for the Compaffes, we may ufe the Sine of 5 gv. 44.. inftead of 
the Sineof 90 gr. ? | 
__ And ‘fo extending the Compaffes from the Sine of 5 gr. 44 m. unto 
the Sine of 1© gr. we fhall find the fame extent to reach in che Line of 
Numbers from 300 unto 52 as before, | 
And by the fame reafon we may ufe the Tangent of 597. 43 m. in- 
flead of the Tangent of 45.g7. as_1 further fhew in the nexs Chapter. _ 


CH AP: 


| The afe ofthe Line of Artificial Tangents; = 203 


a, oes ne ren See ee Pe ee ag 
© The ufe of the Line of Sines and Tangents; 
‘CHAP. IX. a 
The fe of the Line of Sines and Tangents joyned with the Line ‘ | 
: oe of Numbers, ee 


my Fi Lines-of Sines and Tangents have another like ufe joyned with | 
the Line of Numbers, efpecially inthe refolucion of right Lined, 
Triangles, where the Angles are meafured by degrees and minutes,and 
the fides meafured by abfolute Numbers,whereof, I will fet down thefe a 
-Propofitions. 


1. Having three Angles and one fide, to find the two other fides. 


ee = ee eee 


Tf itbea Reétangle Triangle, wherein one fide about the right An= ~— 
ye: ‘gle being known, it were required to find the other. This may be 
found by. the Line of Tangents, and Line of Numbers. For, 


As the Tangent of 45 gr. | | 

_ _ To the Tangent of the Angle oppofite to the fide required ; a 
So the Number belonging to the fide given, a 
Tothe Number belonging to che fide required. 2 ae | 

| res As in the Rectangle — 
pe ef 3/3 A BC, knowing the An- a 
5+—__Ip gle CAB to be ogr. | 

| 15 m. and the fide A Bro © | 

be 135 parts, if it were required to find the other fide BC abourthe a) 
right Angle, | z| 
Extend the Compaffes from the Tangent of 45 ¢r. untothe Tangent 
of 9 gr. 15 m, the fame extent will reachin theLine of Numbers, 
from 135 unto 22, and fuch isthe length of thefide BC. Or inthe 
crofs work, extend the Compaffes from the Tangent of45gr.unth 135 
inthe Line of Numbers, the fame extent will reach from the Tangent 
of 9 gr.1§ m. unto 22 inthe Line of Numbers. sii 
If this extent from the Tangent of 45 gr. tO g gr. 15m. OF, 135 | 
parts, 0¢ too large for the Compaffes, you may ufe the Tangent of § gre 


43 %. 


| 


oo «(| 


. _ joyned with the Line of Numbers, = 2.25 

43 m. inftead of che Tangent of 45 gr. becaufe both alike anfwer to 

10, @&c. parts inthe Line of Numbers. 

_ — And then either extend the Cempafs from 5 gr. 43 m. unto 9 gr. 

| 1§ m in the Line of Tangents, the fame extent will reach from 135 

_unto 22 inthe Line of Numbers: or elfe extend them from the Tan- 

| gencoft § gr. 43 m. unto 135:inthe Line of Numbers, the fame extent 

will reach from che Tangent of 9 gr.15 m.Unto 22 in the Line of Num- 

| bers, as before. . . | 

_ Ihnlike manner, in the fame ReCtangle A BC, knowing the Angle 
AC Beobe 80gr. 45 m. andthe fide BC to be22 parts, it were re- 

| quired to find the other fide BA. You may ufe the Tangent of 84¢r. 

17m. inltead of. the Tangent of 45 gr. and fothe fide B A willbe 

_ found tobe 125 parts. eee ee 

_ Thisholdeth for finding of the fides of Rectangle Triangles, but 

generally in all Triangles, whether they be right or obtufe Angles, ha- 

ving three Angles and one fide, we may findthe two other fides by the 

| Line of Sinesand Lineof Numbers. a : 

_ Asthe Sine of an Angle oppofiteco the fide given, 

- istoche Number belonging to chat fide given 5 

So the Sine of the Angle oppofiteto the fide required, 

“to the Number belonging to the fide required, . 


\ 


-_ As in the example of the fourth Chapter of this Book, where 
knowing che diftance between two {tations at Aand D to be 100 paces, . 
_ the Angle B A C to be 43 gr. 20m, andthe Angle BD C co be 58 gr. 
 itwas required to find the diftance AB. feu 
 Firft, having thefe two Angles, I may find the third Angle A B D to 
be 14 ¢7.4.0 m. either by fubftraGion or by Complement unto 1280.Then 
_ inthe Triangle BA D, [have three Angles, and one fide, whereby I 
| May find both A Band DB. 

_ Iksow the Angle ABD oppofite tothe meafured fide A D, to be - 
_ 14 gr. 40 m, and the Angle A D Boppofite to the fide required, to be 
_ 122gr. wherefore I extend the Compeffles inthe Lineof Sines, from 
| 14 gr, 40 m. unto 122 gr.or (which is all one) to 58gr. ( for after 
_ 90¢gr. the Sine of 80 gr.isalfo che Sine of 100 gr, and the Sine of 70 gre 
_ the Sine of r10 gr. and fo inthereft ) fo fhall I find the fame extent co 
- reachin the Line of Numbers, from 100 unto-335. And fuch is the di- 
_ ftance required between Aand B, | 
| Gg In 


ee CE hc CTA ENE Pee ye any ee 
ah * BY thin Rinne Sy 


6 The ufe of the line of Sines and Tangents; = 
. ~ Jn like manner I extend my Compaffes from theSine of 14¢r. 


FORE mh i , 
RY ee ’ 


Pe 4 Ae 


od 
- * 


<5 
40m. tothe Sine 43 gr. 20 a. the fame extent will reach inthe Line — | 
ie of Numbers from tooto271. And fuch is the diftance between D 
a and B. i ° bets ; Bie 
, E = 7 » | 
sn : ‘ yy qi 2 - ; ee 
° B Wa e 
y i f ~Q wit 
fom iW, AY i 4 
NV, fy i, : a. 
LSS ft 
ry ¢ 2%, ¥ 
$ foo 7. 
: - : 4 a 
C) s = \ y : 
$ : % 
wy : ‘vy : 2 s & 
: fo if $ qi % 
| AL ( Pe is : * : 
A ae Ne ; : a 
% © ms o ND 
Ay 2 », J 5B | 3 : v 
100 D 2A. ; a, 
+ a ei Eg anes Wi 
@r incrofs work, I may extend the Compaflesfrom14 gr. 40m, 


inthe Sines, unto 100 parts in the Line of Numbers, fo the fame ex- _ 


tent will give the diftance from 58 gr. to 335 parts, and from 43 gr 
2.0 m-. tO 271 parts. 


OW § 
ta 
¥ 


2. Having two fides given, and one Angle oppofte to either of thefe fides | 
to find the other two Angles and the third fide, a 


As the fide oppofire to the Angle given, | as 

is to the Sine of the Angle given: | 

So the other fide given, 

to the Sine of that Angle to which itisoppofite, ae 
So inthe former Triangle, having the two fides, A B 335 paces,and_ 
A D too paces, and knowing the Angle AD B, which is oppofite to 
the fide A B,to122gr. I may find the Angle AB D, which is oppofite _ 
to. 


ed 


-. Goyned with the Line of Numbersi = 229 


tothe other fide AD. For if Textend the Compaffes from 335 unto 

» roo inthe Line of Numbers, I fhall find the fame extent to reach in 
_ the Line of Sines from 1 22 gr.to 14 gr. 40 meand therefore {uch isthe 
Angle ABD. att , 7 


_ Thenknowing thefetwo Angles ABD and ADB, I may find the 

third Angle B A D either by fubtraftion or by Complement to 180, to 

be 43 gr. 20m, and having three Angles and two fides, I may well 
-find che third fide D B, by the former Propofition. 


This may bedone more readily by crofs work. For if I extend the — 
_ Compafies from 335 parts, inthe Line of Numbers, to the Sine of 


122 gr. the fame extent will reach from 100 parts to the Sine of 14 gr. 


46 m. and back from 43 gr. 20m. to 271 parts; and fuch is the third 
fide DE. 


_ +3. Having two fides and the Angle between thems, to find the two other 


Angles and the third fides 


If the Angle contained between the two fides bea right Angle, the — 


other two Angles will be found readily by this Canon. 


_ _ Asche greater fide given, 


isto the leffer fide: 
Sothe Tangent of 45 ¢r. 
to the Tangent of the lefler Angle. 


Sointhe Re€tangle triangle, AI B, knowing the fide A I to be 244, 


and the fide 1B 230: if I extend the Compaffes from 244 to 230 in 
the Line of Numbers, the fame extent willreach from 45 gr. to about 
(43 gr. 20m, in the Line of Tangents; and fuch is the leffer Angle 


BAI, and che Complement 46 gr. 40m. fhews the greater Angie 


ABI. The Angles being known, the third fide A B may be found by 
_ the firft Propofition. | ; | 


So likewife inthe example of the third Chapter of this Book, con- 
cerning taking of Angles by the Line of Inches, where the parts in- 
tercepted on che Staff being 20 Inches, and the parts on the Crofs 9 
Inches, it was required to find the Angle of the Altitude, For, 

I may extend the Compaffes inthe Lineot Numbers, fron 20 un- 


tog, the fame extent will reach in the Line of Tangents from 45 gr.to 
-24gr.14m, 


Gg2 Or 


POA Ne ee fee aL UT LA Foe By RO EG EE OMEN OR NIST CNL eM PO 2 us Pep aed Se AY 
i a Se A R wt FTA SANE A Le K Vow 7 voice ts ha XS 
by ¢ RF ee ss ae a 3 : * Me te . - i 


| 228 —- Theale of the Line of Sines and T: ARgENE Sy 


NS ESE ss Ne SIN Pht SOO ROL. 2 ea dy RRR FOR Sa ea 


Or in crofs-work, 


I may extend the Compaffes from 20 parts in the Line of Numbers, _ 


tothe Tangent of 45 gr. the fame extent fhall give che diftance from — 


9 parts, unto the Tangentof 24¢r. 14m, mm 
And fuchis the Angle of the Altitude required. 


If che parts interceped on the Staff being 20 Inches, and the parts — 
onthe Crofs 9 tenth parts of an inch,it were requiredto find the An. — 
gle of che Altitude. Here the Anglewould be much lefs, and theg © 


would fall out of the Line of Numbers.. 


To fupply this defe&t, Iufethe Tangent of sgr. 43 m. inttead of i 
the Tangent of 45 gr. And chenif I extend the Compaffes inthe Line — 
of Numbers from 2ounto9, the fame extent willreach inthe Lineog — 


Tangents from § gr. 43 m, unto 2 gr. 35. 


Or in Crofswork, if I extend them from 20 parts inthe one Line _ 
of Numbers, unto the Tangent of 5 gr. 43 m. the fame extene will — 
give the diftanee from g inthe Line of Numbers, unto the Tangent of — 


2 gr. 35 Mm. : 
And fuch is this Angle of the Altitude required: 


But if it be an oblique Angle that is contained between thetwo fides — | 
given, the Triangle may bereduced into two Reétangle Triangles, ‘| 


a 


and then refolved as before. 


Asin the Triangle ADB, where the fide AB is 335, andthefide _ 


_ A Dioo, and the Angle BAD 43 gr. 20m, If Iles down thePer- 
pendicular, DH upon the fide AB, I fhall have two Re&angle Tri- 
angles, AH D, DHB;; and in the Reétangle AH D, the Angle ae 
A being 43 gr. 20m. the other Angle AD H willbe 467. gom, 
and with thefe Angles andthe fide A D, I may find both AK andDH, 


by the firft Propofition. 


Thentaking A H out of AB, thereremains HB for the fide ofthe 


Reangle D H B, and therefore with this fide H Band the other fide 


ns H D, I may find both the Angle at B, and the third fide D B, asinthe 


former part of this Propofition. 


Or I may find the Angles required, without fetting down any Per-. 


pendicular,. For, 


As the fumof the fides; 
istoche difference of the fides : 
So the Tangeat of the half {um of the oppofite Angles, 
co the Tangent of half the difference between thofe Angles. 


| ‘More concerning Chords,. 


a 1 Cee ee 8 Ee Ss PRD? oye. 
To" AeA” lle a4 Ral cesite bay: i Rats Uys Rae tet a aale eee Kener 
ME ARN y SOTA REO TM AMC EGE NTT Coreg Ronse woe y OBR 
Natit Oi eae: LD Ry NY we ae) 

Bye eyed aks Ye et fF ct | é vu 


~ s 4 ,: ned 


| __Asinthe former Triangle AD B, the famof the fides AB, A D, is 


| 435, and the difference between them 235 ; the Angle contained 
43 gr, 20 m. and therefore the fum of the two oppofire Angles 


|. 136gr.40m, and the half fum 68 gr. 20m. Hereupon I extend the 


and fuch isthe half difference between the oppofite Angles atc Band 

D, This half difference being sdded to the half fum, doth give 122 gr. 

for the greater Angle AD B: and being fubtracted, it leaveth 14 gr. 
40 m. for the lefler Angle A B D,then the three Angles being known, 
_ the third fide B.D may be found by the firft Propofition. 


| ; ! | 
4+, «Having the three fides of a right Line Triangle, to find the three 
| eAngles. 


| Let one of the three fides given be the Bafe, but rather the sreater. 
fide, thatthe Perpendicular may fall wichin the Triangle ; thea ga- 


ther the'fum, and difference of the two other fides, and the propor- 
tion will holds. | 
| 


As the Bafe of the Triangle, 
is to che {um of the fides :- 
| So the difference of the fides 
ae. to a fourth, which being taken forth of the Bafe, the Perpen-: 
dicular fhall fall on che middle of the remainder. 


_ As inthe former Triangle A D B, where the Bafe A B is 335; the 
fum of the fides AD and D B 371, and the difference of chem 171, 

| If I extend the Compaffes in the Line of Numbers from 335 unto 371,. 
I fhall find the fame extent to reach from 171 unto 189. 4, This fourth 
_ Number I take out of the Bafe 335. 0. and the remainder is 145, 6, 


the half whereof is 72. 8, and doth fhew thedi(tance from A unto H, 


‘where the Perpendicular fhall fall, from the Angle D, upon the Bafe 
_ AB, dividing the former Triangle A D B into two right Angle Tri-. 
| angles, D-H’A’and’ DH B, inwhich the Angles may be found by the 
| fecond Propofition. | | | 

____ And this may fuffice for the right Line Triangles, but for the more’ 
| eafie protraction of thefe Triangles, Iwill fer down one Propofitiom 


5, Having: 


5 jaymed with the Line of Numbers. ang 


| Compaffes in the Line of Numbers from 4350235, andI find them. . 
., toreach in the Line of Tangents from 68 gr. 20m, Unto 53 gr,40m,. 


aes rat i : Bs 7 Away ai a thas Ni | ‘s i nS h het W Brin tos Dye bi | 
yes $8: BG es Re Mer Aa Lie ia el oer ne aE Aine wt 
230. The ufe of the Line of Sines and Tangents, &c, 

ea eae : , i ' ) oy wil tare ‘ rye ey a 


5. Having the Scemidiameter of a Circle, to find the Chords of tony 4 


Asche Sine of the Semiradinsof 32 gre i : & 
| ro the Sine of half the Ark propofed : _ teh : 
aes So is the Semidiameter of the Circle given, 
5 tothe Chord ot the fame Ark. 


As if inthe protracting the former Triangle A D B, ie were re- 
quired to find the length of a Chord of 43 gr. 20 m. agreeing 
to che Semidiameter A E, which is known to be three Inches. 

nie _ Thehalf of 43 gr. 20 m. is 21 gr. 40 mm. wherefore I extend the 
_.___. Compaffes from the Sine of 30 gr. to the Sine of 21 gr, 40 m. 
- and I find che fame extent to resch in che Line of Numbersfrom _ 
e. 3. 000 parts to 2.215. which fhews, that the Semidiameter being . 
{ oa Inches,the Chord of 43 gr.20 m. willbe 2 Inches. and 215 parts — ) 
Resin) of 100, * 
roe Inlike manner the Chord of 58 gr. agreeing to the fame Semidia- _ 
meter, would be found to be 2 inches and 9e9 parts. For the halfof 
ae 38 being 29; if I extend the Compaffes in the Line of Sines from 30 
Oe gr.to 29 er. the fame extent will reach: inthe Line of Numbersfrom _ 
mt % 3. 000. unto 2. 909. pS 
ae Or inCrofs work, if lextend the Compaffes from the Sineof 30. — 
a gr. to 3.000 in the Line of Numbers, I fhall find che fame extentto ~ 
cae reachtrom 21 gr: 40m. tO 2, 215 parts, and from 29 gr. t02.909 
ie parts, and from 7 gr. 20 m, to79§ parts ; for the Chord of 14 gr. 
ss 40m, forthe rhirdAngleABD. = a 


1.) es | 


CHAP. X,. | 
‘The #f¢ of the Line of verfed Sines. | 


i io His Line of verfed Sines isno neceffary Line. For all Triangles, 
1% Ton right lined and fpherical may be refolved by the three for- 
mer Lines of Numbers, Sinesand Tangents; yet I thought good to 

put it on the Staff-for the more ealie finding of an Angle having 
_ three fides, or a fide having three Angles of a fpherical Triangle 


. 


| given. 


~ ‘Suppofe the three fidesto be, one of them 100 gr. che other 78 gr. 
and the third 38 gr. 30. and lec it be required to find the Angle, 
whofe Bafe is 110 gr. | my 
I firft add them together, and from half thefum fubtract the Bafe, 
noting the difference after this manner. EE 


The Bafe 110 gr. Om. 
The one fide 46 ON 
The other fide 38 30 

The fum of all three 226. 30 

The half fum Cc 03) PhS 

The difference Se LS 


For fo the proportion will hold. 


tAstheRadius —_ 

to the Sine of one of ehe fides: 
Sothe Sine of the other fide, 

toa fourth Sine. 


2 As this fourth Sine, | ; 
| to the Sine of the halffum : 
eee Soxhe Sine of the difference 
| ~ ** cog feventh Sine. 


wee 


NE. Pres 
pie, 
Bey te 
Je 


Oe he ae a ANT ae od © 
vate eA. NWA eh ae ae oo ame \ 
NS item EVES epee 
Dae 


Sha ee 


“The nfe of the Lineof verfedSines, 

3 The mean proportional between this feventh Sine and the Radius, _ 
will fhew the Sine of the Complement of halfthe Angle required. © ~ 
. Thisdoue, I come to the Scaff, and extend the Compaftes fromthe _ 
Sine of go gr. to the Sine of "78° gr. whiclris one of the fides ; andap- 
plying this extent from the Sine of the other fide 38 gr. 30m. I find 
it coreachtoa fourthSine, about 37 gre30 wm. From-this fourth Sine 
of 39 gr. 30 m. Lextend the Compafles again, to the Sine of thehalf 
fum 113 gr. 15 m. ( which is all one wich the Sine of 66 gr. 45 m. ) 
and this fecond extent will reach from the Sine of che difference 3 gre 

15 metothe Sine of 4 er. 5.4 mm, . ! 

Thento find the mean proportional Sine between this feventh Sine - 


3 hs. ¥ Sa Seve 
ree i i} VRS ee?” > 
‘ a Fea eh Rea 
: 1 YA Ny 
" i 
. 


of 4¢r.54.m.and the Sine of go gr. I might divide the {pace between 


them into two equal parts, and fo] fhould find the Compaffes to ftay 
at 17 gr. whofe Complement is 73 gr. and the double of 73 gr. is146 
grethe Angle oppolite to 110 gr. which was required. i: 
Bue becaufe this divifion is fomewhattroublefome I have therefore 
added this Line of Verfed Sines, chat having found che feventhSine 
you might look over againftit, and there findthe Angle. And foin 
this example having found the feventh Sine to be 4.gr. 54m. over 
againft this Sine you fhall find 246 gr. in the Line of Verfed Sines for 
the Angle required as before. 4 


_ >. 
¥ .S 


THE - at 
SECOND BOOK “ 
tka: Sy OF THE c 
CROSSSTAFF.: 


as: 


cD da bhacsd Slob slthans a holedadat tT tabe tay COT ery 


ie Of the ufe of the former Lines of Pro-' 
 « pofition more particularly exemplified 
in feveral kinds. . 


2| 


fai He former Book containing the gene- 
WN ral ufe of each Line of proportion,| 
PQS may be fuficient for all chofe which 


“1 

x 
SS SS 
SY NER know the Rele of Three, and chelm 
doctrine of Triangles. 

But for others, I fuppofe ic would be more dif 
Geuleto find either the Declinationof the Sun, o: 
his Ampl cude, or the like, by chat which harh| 
| been faid in the ufe of the Line of Sines, unlef-} | 
they may havethe particular proportions,by which} . 
fuch propolitions are to be wroughe. 

And therefore for their fakes I have acjoyne: | 
this fecond Book, containing feveral proportion: 
for propolitions of ordinary nfe, and fee them | 
down in fuch order, that the Reader conlidering , 
which is the firft of the three Numbers g ven, may fx {Ils 
_eafily apply them to the Sector, and alfa refoly: : x 


- themby Arithmetick, beginning with thofe whicl 


require help only of the Line of Numbers. So i 


aN: 
Hh CHAP. 


p a 


® 


ko 


6 aN Aw »® 


234 


CHAP, I. | 


The nfe of the Line of Numbers in broad mealwre, [uch as Boards 
: | Glafs, and the like. | 


J ‘He ordinary meafure for breadth and length are feet and inchess. 
each foot divided into §2 inches, and every inch into halves and 

quarters,which being parts of feveral denominations doth breed much 
trouble both in Arithmetick and the ufeof inftruments. 

-Forthe avoiding whereof, where I may prevail I give this counfel, 
that fuch asare delighted in meafure would ufe feveral Lines, firfta 
Line of inch meafure,, wherein every inch may be divided into 10. 
or 100 parts 3 fecondly, a Line of foot mealure, wherein every 
foot may be divided into 100 or 1000 parts, both which Lines may 
be fet on the fame fide of a two foor Ruler, after this or the like. 
~ manner. ’ 


Then if chey.be to give the content of any Superficies cr Solid im 
inches, they may meafure che fides of it by the Line of inches and 
parts of inches; bucif chey be to give the content in feet, it would 


be more eafie for them to meafure thofe lides. by.the foor Line and his. 


arts. 
a Bor example, let the length of a- Plain. be 30 inches, and the. 

breadth 21 inches and ©; of aninchs this lengrh multiplied into the 
breadth, would give the content to be 648 inches: but if Iwere — 
to find the content of the fame Plane in teer, Iwonld meafure che 
fides of it by the foot Line and his parts; fo the length ‘would prove “— 
fo be two feer$2,, and the breadth one foot ,*°., and the length 
multiplied by the breadth, curting off the four. lait figures, for the. 
four figures of the parts, would give the content to be 4. sco) 
| | whic 


The ufe of the Line of Numbers in broad mesfure, 235 
_ which is 4 foos and 5000 parts of a foot, divided into 10000 
parts. ; i'e 


| 21. 6 2. 50 
[ 30. © 1, 80 
948,00 20000 
250 
4 5000 


f The like reafon holdeth for Yards and Ells, and all other meafures 
divided into 10, 100 or 1000 parce, ae 
This being prefuppofed, che work will be more eafie both by 

Arithmetick and the line of Numbers, as may appear by chefe Pro- 
| pofations. | 


S EC Te I. 


l) Of bbe Manfuration of Oblong Superfeles, and Tréangles. 
| a 
1. Having the breadth and length of an Oblong Superficies given in inch- 

~ meafure, to find the content in inches. . 


| A S one inch unto the breadth in inches, 
| FA Sothe length in inches unto the content in inches. 


“i cs 


oe 
asoe” 
eee? 
oo! 
{wees 
awe 
ig 00? 
PT tbe 
use? 
ase 
au8® 


__ Suppofe in che Plane AD, the breadth A C to be 30 inches, and the 
Teugeh A B tobe 183 inches 5 extend the Compaffes from 1 unto 30, 
‘the fame extent will reach from 183 unto §49¢ ; or extend them from 
~ Eunto 183 the fame extent will reach from 30 unto 5490. Sobotk 

Ways the content required is found to be $490 inches, 
| 


As I unto 30; foare 183 unto $490. ‘ 
Hh 2 2, Having 


,) tae 


236 8 The afeof the Line of Numbers. 


“a. Having the breadth and length of any Obleng Saperficies given in 
inches, to find the content in feet. Soe a yau 


As144.inches untothe breadchin inches : 
So the length in inches unto che content in feer. taal, a 
And thus io the former Plane A D, working as before, the content — 
will be found to be 38. 225, which is 38 foot and 4 of a foor. 
As 144.untd 30, fo are 183 unto 38. 125, 


3. Having the length and breadth of any Oblong Superficies given in foot 
wsealure, to find the content in feet. - 


As 1 foot unto the breadth in foot meafure : 
Se the length in feet unto the content in feet, : 
And thus inthe former Plane A D, che breadth will be ewo feet 50° 


parts, and the length 15 feet 25 parts; then working as before, the 
content will be found to be 38. 125. | 


As Lunto 2. 50: fo are 15, 25 unto 38. 125,. 


4. Having the breadth of any Oblong Superficies given in inches, and the | 
length in fout meafure, to find the content in feet. 


As 12 Inches tothe breadth in inches: 
Sothe lergeh in feee co the content in feer,. 
So allo in the former Plane, the content will be found to be 38. 
I25- . 
As the 12.unto 30: foare 15.25 unto 38-1 25% 


- 
ps 


j. Having the breadth of an Oblong Superfcies given in inches. to ids 
the length of a foot fuperficial in inch mealure, } i 1 


Asthe breadthin inches, unto 144 inches : 
So 1 foot unto the length in inch meafure, 


So the breadth being 30 inches, the length of afoot will be found: — 
to be 4 inches 80 parts, the length of two feet 9 inches Soparts. 
As 30 unto 144; {0 are runto 480.. | pelt | 


6. Having 


aa } 


- 


Oda bysad meafares 8 


| 6. Having the breadth of an Oblong Supesficies ginen in feels to find the — 
, length of a foot fuperficlal in foot meafure. % ia hs 


As the breadth in foot meafure to 1 foot: 
So the number of feet tothe length in foot meafure. , 
So the breadth being 2 feet 50 parts, the length of a foot will be 
found to be 40 parts, the length of 2 feet 80 parts, and the length of - 


3 feet 1 foot 20 partssa’c. 
As2sounto 1: foare I unto @, 40, 


9. A four faded Superfickes having any of the two fides Parallels, to find 
the Area. 7 


Add the two Parallel fides together, and take the half,then fay, 


5 1 | 
is to the half fum of the two Parallel fides : 

So is the breadth (or length ) | 
cothe Area, 


| Soin the four fided figure A having -one of the paraffel fides in-. 
 Jeneth 23. 25 foor, and the other, ro. 7§ foot, the fum. of them is 
| 43.00 foor, ( the half whereof is 21. §0foot ) andthe breadth 14. ¢, 
| fhe Area or content of this Superficies will be found to be 311,75. 
\-foor.  - , . 

© Exrend che Compafles from 1 to21.50 (the mean length ) the 
- fame extenc will reach from 14.5 (the breadth ) to 321. 15 the Area. 


or content. 


"BL Tafind the Areaer content of a Triangle, the longe/t fide and the Per-. 
pendicular being given. eR | 


| Asi, 

_ > istothe half length of the Bafe :. 

| _ So isthe length of she Perpendicular. 
| to the Content or Area. rth 


Fe ee eae By MR Pe he tae I PLS, tee Or ee ee 
Bo ie Sit | AE oy Sack ale wis able: +H 
as : Ly 


re; Hag! The ule of the Line of Numbers te ee 
; So the Triangle B, having she Bafe 32 


foor, and the Perpendicular 2¢ foot, the 
Area will be found to be 400 foot. © 


Or, extend the Compaffes trom 1 to 12, 5. 
ony Yea (half the length of the Perpendicular ) the 
fame extent will reach from 32 ¢ the whole 
Bale) to 400 as before. 
Or, extend the Compaffes from 1 to 32, the fame extent wil! reach 
from.25 to800,the double Area. : 


9. The fide of an Equilateral Triangle being given, to find the Arid 


As rooo, 
15 (0 4.33.01 , | 
So is the Square of che fide of the Triangle, 
tothe Area. | 


So the fide of an Equilateral Triangle being 17. 5 foot, the Area ~ 


will be foumid co be 132. 61 foor. 
Excend the Compaffes from 1e00 to 433. ot, the fame Extent will 


reach from 306.25 (the Square of the {ide of the Triangle) to 132. 
61, the Area. | 


10. 79 find the Area of afour fided figure, whofe fides are either egal 
nor paralel one to the other, Which figures are called Trapexias. 


All four fided figures whofe fides are neither equal nor parallel, 


muit be reduced into two Triangles, by drawing a Diagonal Line 


from any one Angle to its oppofite; upon which Diagonal twoPerpen- 


diculars mutt be let fall ; chen, 


AsI, 


isco half the length of the Diagonal : 
So isthe length of both the Perpendicular, 
To the Area, or Content. 


Se 


; 


: _ Extend the Compaffes from to.16, (half 
D5: the Bafe ) che fame extent will reach from 
B i 3§ (the Perpendicular) to 4oothe Area. 


, lag | in broad meafures 239 

___ So inthe Trapezia C, the 

_ Diagonal is 68, ( the half of 

| 1t1s 34) and che tivo Per- 

| pendiculars are 32 and 19, 

their Sumisg1. Tnen, 

_ Extend tne Compafies 

| from gto 34. ( half che Di- 
-agonal ) che fame extent 

will reach from §1 (che fum 
of the Perpendicuters ) co 

| 1734.the Area, ieee 

Or, extend the Compaf- 
fesfrom 1 to 63 ( the Dagonal ) the fame extent will reech from 25. 5 
_Chalfche fum of the two Perpendicalars ) tor7 24. asbefore. 

In all other right lined iigures, of how many fides, or how Irie- 
“gular foever, before they can be meafured they muft (by drawing of 
Lines fron Angle to Angle ) be reduced into Triangles or Trapezias, 
and fo be meafured by thefe ewo laft Precepts. 

And here note, Thag when any irregular figure is thus reduced 
into Triangles, the number of Triangles will be lefs by ewo 
than che nuraber of the fides of the irregular figure,“ 


1; Having the length and breadth of . an Oblong Superficies, to find the 
fide of 4a Square equal to the Oblong. | ee f 


Divide the {pace between the length and the breadth into two equal 
‘parts, and che foot of the Compafles will ftay at the fide of the 


{quare. | + 
So che length being 183 inches, andthe breadch 30 inches, the fide 


ofthe fquare will be found to be 74 inches, and almoft 10 pares of 


100,, | 
Or the breadth beimg 2 foot and s0 parts, the length 15 foot and 


25 parts, the fide of che fquare will be found. to be about 6 feet and 
17-parts. , 


As 30 unto 74,10 : fo are 74, 10 unto 183, 027,. 
And as 2550. unto 6,174; foare6, 174 unto 15, 247. 


SECT, 


“} 


Ts aay, TSR 5 BRO TE Aad Ya ae r 2 i= 
we TG i eran SAA Ome oe tee mr 4 


: 246 rhe ufe of the Line of Nansbers 


SECT. Te 


Of the Menfuration of Regular Polygons. 


Y Regular Polygons are meant all fuch figures whofe fides-and 
Bacets are above four, and are allequal. Asche i 
| Pentagon Yoo a? 

‘Hexagon | 6 

Hepragon | which confi-g 7 Equal fides and 
O@agon 7 fteth of 8 Angles. 
Nonagon AHOe' ss 

Decagon .J WLIoJ 


And the Area of any of thefe Regular Polygons is equal toa Paral- 
lelogram, whofe length (hall be equal to half tue Perimeter,and whofe” 
breadth equal toa Perpendicular drawn from che Center of the figure 

-cothe middle of any of the fides of the Polygon. 


on, The fide and Perpendicular-of 4 Pentagon being given, to find the 


~ Area. 
Ast ; 
is to the Perpendicular 
(8,258. 
So is half the Perimerer 
(3010 
To the Area 247. 74 


inches. 


Soin this Perttagon, where 
_ thelideC D (and fo all che 
reft_) contains 12 inches, and: 
the Perpendicular H Z,8,258 
inches,che Area will be found 

| tobe 247. 74. 
Extend the Compaffes from 1, to 8. 258, (the Perpendicular ) the 
fame extent willreech from 30 (which is half the length of all ches 
fides ) to 247. 74 the Area. 2. The 


be dal 


given, to find the Area. 


ime Ast Vr $ ¢ 
isto the Perpendicular 14. 48, 

| So is the Semi-Perimerer 48. 

(0 695. o4 the Area. 


| So a regular Polygon of 8 fides, each fide. containing.12 inches 

| andthe Perpendicular 14 48 inches, the Area thereof will be found 

| to be 695. 04. Pe | 

Extend the Compaffes from t to 14. 48 the Perpendicular, the fame 
extent will reach from 48 (half che Perimerer ) to 695 04. the Area. 

_ And inthis nature, may any Regular Polygon, of what number of 
{ides foever, be meafured. 3 


Secr. Hl. 
Of the Menfaration of Circles: 


“W ' He Proportion of the Diameter of a Circle to its Circumference 
HL as 7 is to 22. but Ladolph Van Culea comes fomewhat nearer, 
allowing theDiameter tothe Circumference to be(near Jas 113 to 355: 
which proportions I fhall ufe in the following Problems. . 


| 1. The Diameter of a Circle being given, to find the Circumference. 
|. . 
 Ast13 isto355: 

So is the Diameter to the Circumference. 


- So the Diameter of a Circle being t5 inches, the Circumference 
| 


will befoundcobe 47.12, . 
|. Extend the Compaffes from 113. 


to 355. the fame extent will reach 
frota 15 the Diamerer, to 47, r2inchesthe Circumference. 
| $ 4 


li  2.7be 


i. 


inboard meafures 241 


2. The Side and Perpendicular of an O€8agon ( or figure of 8 fides) being 


ee 


242 Tbe ufe of the Line of Numbers 
2. The Circumference of a Circle being given, to find the Diameter. 


AS 355 1 tO 1338 
So isthe Circumference to the Diameter. 


So the Circumference being 47. 12. the Diameter will be found to 
be 15 inches. | 

Extend the Compaffes from 355 to 113, the fame excent will reach | 
backwards from 47.12 to15. 


3. The Diameter of aCircle being given, to find the Area 


As 28 | J 
isto 22: | 

So is the fquare of the Diameter 225 
torhe Area 176, 6F. 


So the Diameter being 15 inches, the Area will be.tound to be 
176. 61. | | 

Extend the Compaffes from 28 backwards to 22, the fame extent 
applied ( the fame way ) will reach from 225 ( the Square of the Dia- — 
meter ) to 176. 61, the Area, : 


4. The Area of a Circle being given, to find the Diameter. 


~ As 22 
isto 28: , 
So isthe Area176,61, 
ro tLe Square of che Diameter 225. 


So the Area of a Circle being 176. 61 inches, the Diameter will be 
found to be 15 inches. del 

Extend the Compaffes from 22 to 28, the fame extent will reach 
from 176. 61 to 2247. 08 the Square of the Diameter, the middle 
way upon the Line between 2247. o8 and 1, is 15 the Diameter. 


5. The. 


in board meafuves 243 
5. The Circumference of a Circle being given, to find the brtar 


| As88 

isto 72 : 

So is the Square of the Circumference 2220. 29 
cothe Area 176. 61. 


So the Circumference of a Circle being 47. 12, the Area will be | 


found to be 176. 61 inches. 
Extend the Compaffes from 88 to 7,the fame extent will reach from » 


2220, 29 ( the {quare of the Circumference ) to 176. 61 the Area. 


6.The Areaof aCircle being given, to find the Circumsference. 


As7 
isto 88 : 
So isthe Area 176. 61. 
tothe Square of the Circumference 2220, 29. 


Sothe Area of a Circle being 176.61, the Circumference willbe 


found to be 47. 12. 
- Extend the Compaffes from 7 to 88, the fame extent will reach from 


176. 61, the Area to 2220. 29, the Square of the Circumference, 
the half diftance between 1 and 2220, 29, is 47. 12 the Circum- 


ference. 


9. Having the Diameter of a Circley to find the fide of a Square equal to 
that Circle. 


As 10000 to the Diameter : 
* ~ $0 8862. unto the fide of the Square. 


So the Diameter of aCircle being 15 inches, the fide of che {quare 


| will be found about 13 inchesand 29 parts. 
| As 10000 unto 8862: fo are 15 unto, 29. 


Tt2 ; 3, Havisg 


244. The ufe.of the Line of Numbers > 


oe i 

8. Having the Circumference of a Circle, to find the fide of a Square 
equal to the fame Circle. i ‘ 
As10000 '0 the Circumference: | 


So 2821 to the fide of the Square. 


Sothe Circumference of a Circle being 47 inches 
of the Square will be about 13 inches 29 parts. . 
As 10000 unto 2821: foare 47, 13 WNtO 13,29. 


13 parts, the fide 


SECT, TY. 
Of the Menfuration of Land by Perch and Acres... 


t, Having the breadth and length of an Oblong Superficies, given in 
Perches, to find the content in Perches, 
§ 1 Perch, to the breadth in Perches: 
So the length in Perches, to the content in Perches. 


So in the former Plane A D, if the breadech A C be 30 Perches, 
and the length A B 183 Perches, 


Perches. 


2, Having the length and breadth of an Oblong Superficies given is Pere 
ches, to find the content in Acres, 


As 160, tothebreadchinPerches: | | ‘ 
So the length in Perches, to the con-ent in Acres, 


So in the forver Plane AD, the content willbe found to.be 34 
- Acres, and 31 Centefmes, or parts of 100, 


As 160, "nto 30: So are 183, UNIO 34, 


| 
4 


r 
f; 


To augment a Stwyerficles in a proportion, Re 
Lo dimsinifh a Suprficies in a proportion givens 


ance ee 
. Inch. 
—— Birt 
Inch. I 
Cent. 62,7264 
Foor. 144 
Pace. 3600 
|Perch. 39204 
———— eee Re 
Chain, 627764 
Acre. 6272640 
| Mile. 4014489600 
SQuaic. 


A Table for the ufe of the Chain. 


TS I Pr apr mate Pfau seen 


i 


PEE Cees: EE) <span, SE 


x 


Cenc. 


Ce@lererere) 
ey TS 


64000000 


———— eee 


een 


27878400 | 


10, 89 


17424 


174254 


TIT 5136 


| 7920 |— 
| c3_ | ose |e 
pea eee] Sas 
| 232 P32} 1050 
Ere 
Sen ae 

| I 10 | So 
2 is are 
| —— 


* Centefing 
of a Chain. 


246 «The ule of the Line of Numbers 


3. Having the length and breadth of an Oblong Swperficies given in 
Chains, to find the content in Acres. 


It being troublefome to divide the content in Perches by 160, we 
may meafure the length and breadth by chains, each chain beingq 
Perchesiin length, and divided into 100 links, then will che workbe 
more eafiein Arithmetick. For, 
Astotothe breath in Chains: 

So the length in Chains, to the content in Acres. 


And thus in the former Plane A D, the breadth AC will be 7a 
‘Chains 50 Links,and the leagth A B 45 Chains 75 Links ; then work- 
ing as before, the content will be found as before, 34 Acres 31 parts. 


4. Having the Perpendicular and Bafe of a Triangle given hi Perches, to 
find the content in Acres. 


If the Perpendicular go for the breadth, and the Bafe for the 
Jength, the Triangle will bethe half of the Oblong, asthe Triangle 
CE Disthe half of the Oblong A D, whofe content was found inthe 
former Propofition. Or without halfing. d 


As 3200 the Perpendicular : 
So the Bafe, to the content in Acres. 


- So inthe Triangle C E D,the Perpendicular being 36, and the Bale f 
183, che content will be found to be about 17 Acres and 15 parts. 


5. Having the Perpendicular and Bafe of aTriangle given in C bains, to 
find the content in Acres. 7 


As 20 to the Perpendicular : 
~  Sothe Bafe, coche conrent in Acres. 


And fo inthe Triangle CED, the Perpendicular EF being 7, 59, 


and the Bale C D 45,75, the content will be found, as before, co be 
about 17 Acres 15 parts. 


6; Having 


in Land mesfure, 249- 


6. Having the content of a Swperficies after one kind of Perch, to find the 
content of the famse Superficies, according to another kind of Perch, 


As the length of the fecond Perch , 
to the length of che firft Perch : . 
So the concent in Acres coa fourch number s. 
and chat fourch coche concentin Acres required. 

Suppofe the Plane A D meafured witha chain of 66 feet, or with a. 
Perch of 16 feet anc an half, contained 34 Acres 31 parts ; and it were 
demanded how many Acres it would contair, if ic were meafured 
with a chain of 18 foottothe Perch: thefe kind of Propofitions are> 
wrought by the backward Rule of three, after a duplicate proporti-. 
on. Wherefore I extend the Compaffes fron 16, 5 unto 18, 0, and the 
fame extent doth reach backward, firft from 34,31 to 31,45, and: 
then from 31, 45 to 28, 84, which fhews the conrentte be 28 Acres. 
$4 parts. 


7..Having the plot.of a Plane with the content in Acres, to find the Scale: 
by which it was plotted. | | 


Suppofe the Plane A D, contained 34 Acres 34 Centefins ; if I: 


_ fhoule meafure it witha Scale of ro in the inch, the length A B would 


be 38 Chains, and abone 12 Centefms, and the breadth A C, 6 Chains. 
and 25 Cente(ms; and the content would be found by.the third Propo- 
fition of this Coaprer, to be about 22 Acres 82 parts;whereas it fhould : 


| be 34. Acres 3 1 parts. 


Wherefore I dividethe diftance between 23, 82and 34, 31, upon: 


| the Line of Numbers, intotwo equal parts; chen fetting one foot of. 
_ the Compaffes upon 10, my fuppofed Scale, I find the other to extend: 
_ to 12, which is the Scale required, | 


ha 8, Having the length of the Parlong, to find the breadth of ghe Acres. 


i} 


| 


| 


| 
|. 
{ 


As the Jength in Perches, to 166: 
So xr Acre to the breadth in Perches. 


So'the length of the Furlong being 40 Perches, the breadwh ee an; 
: cre: 


248 Snare The ufe of the Line of Nambers hee ae a 
_ Acre will hold found to be 4. Perches. Ifthe length be so,the breadth — 


for one Acre mutt be 3, 20; the breadth fortwo Acres 6,40, © 
Or if the lengeh be ‘meafured by chains. 


As the length in chains unto 10: 
So t Acre to his breadth ia chain meafure. qf 
So the length of the Furlong being 12 Chains 50 Links the breadth _ 
for one Acre will be found to be 80 Links, the breadch for two Acres 
I Chain 60 Links. 
As 12) §0, unto 10: fo 1 unto o, 80. 
Orit the length be meafured by feet meafure: 
As the length in feet, unto 43560 : 
So 1 Acre, to his breadth in fooe meafure. 


i 


So the lengch of che Beslone being 792 feet, the breadth for one 
Acre will be found to be 55 feet, the breadeh for two Acres 110 ter.’ 


ee en ee Se 


CHAP. III, 


The wfe of the Line of Numbers. in folid meafure, [uch as Stone, ) 
: Ti imber, and the like. | 


Sz c-T. I. 


Of the oleate of Regular Solids. 
AC REC KRiy 


RRSTRRERRG PP iS fl Dag 


a Cay 
1 Fhaving the fide of a Square equal tothe Bafe yi any Solid gives nin 
inch meafure, to find the length of a foot Solid in inch meafire. 


Toon fide of a Square equal to the Bafe of a Solid, may be 
found by dividing the {pace between the length and breadth 


into 


wae ES Le eT 1) St dota har RC Sie gel ae ae Uae MR a eld 
os ? Faery ee, “penn t , r 


hit in fguared. Solids) oer 24g 
ae two equal patts, as in the feventh Propofition of broad mea- 
dure. | 

- Asthe fide of the Square in inches, to 41):57 : 
eg So is x foot, to a fourth number 5 
and chat fourth co the length in inches. 


So in the Solid A H, the fide of the fquare equal tothe Bafe E C, 
_ being about 25 inches 45 parts, the length of a foor Solid will be found 
about two inches 67 patts, and the lengeh of two foot Solid 5 inches 


34 parts. 


 As25,45, unto 41, 57 :fo1,00, unto 1, 6% 
| and fo are I, 63, unto 2, 67. 


2, Having the fideof a Square equal tothe Baje of any Solid given in 
foot meafure, to find the length of a foot Solidin foot meafure. 


As the fide of the Square in feet, unto 1: 
| So is 1, unto a fourth number : 
-~< And that fourth, to the length in foot meafure. 


So in the Solid A H, the fide of the Square equal to the Bafe EC, 
being about 2 foot 120 parts, the length of a foot Solid will be found 
about 222 parts of a foot. 


. As2, 120, unto 1,000: fo 1,000, unto © 471. 
___ and fo are 471, unto 222. 


3. Having the breadth and depth of a {quared Solid given in foot mea- 
(ure, tofind the length of afoot Solid in foot mea(ure. ? 


- Ag 1, unto the breadeh in foot meafure ; 
So the depth in feet toa fourth number : 
which is the content of the Bafe in foot meafure, Then 


 Asthis fourth number, untoT : 
So 1, unto the length in foot meafure. 


Kk So 


Sie | 


246 The afe of the Line of Numbers a 

So jn the Solid A H, the breadch being 2 foot 5 parts, the depth 
t foot 80 parts, the content of the Bafe EC will be found 4foorso — 
_ parts, and the length of one foot Solid about 222 parts, the length of — 
two foot Solid about 444 parts of 1000. | | | 


As1,counto 2, 50 : foare 1,80 unto 4,50. 
As 4, 50 unto 1,00 fo 1,000 unto 0,222. 


‘s. Having the breadth and depth of a fanared Solid gives in inches, to i 
find the length of a foot S olid in inch meafure. 


Ast hath to the breadth in inches: 
So the depth in inches toa fourth number ; 
Which is the content of the Bafe in inches. Then, 


Asthis fourth number unto 1728: 
Sez unto the lengtli of a foot ininch meafure- 


So inthe Solid AH, the breadth A C being 3° inches, and the depth 
AE 21 inches 60 parts, the content of the Bafe EC willbe foundto — 
be 648 inches, and the length of a foot Solid about 2inches 67 parts, 


the length of cwo foot Solid 5 inches 34 parts. 


As £ unto 21, 6 :{0 30 unto 648. _ - 
As 648 unto 1728 : for unto 267, 


Oras 12 to the breadth in inches: 
So the depth in inches to a fourth number. 


As this fourth number to 144: 
So r unto the length of a foot Solid in inch meafure. 


So in the Solid AH, the breadth being 30 inches, the depth 22 — 
inches 6 parts, the fourth number willbe found tobe 54, andthe 
depth of a foot Solid 2 inches 67 parts. a. 

As 12 unto 21,6: fo 30 unto §4. | | 
As 54unto 144.3 fo runto 2, 67. ~ | 


5 H aving, 


shereof given in inch mea[sre, to find the content thereof in feet. 


As 41.57 to the fide of the Square in inches : 
So the length in inches to a fourth number ; 
and that fourth to the content in foot meafure. 


- Sointhe Solid AH, the length A B being 183 inches, and the fide 
_ of the Square equal co the Bafe EC about 25 inches 45 parts, the 
| fourth number willbe found about 112, and che whole Solid contene 


| about 68 feet 62 parts. 


As 41.§7 unto 25.45 : f0 183 unte 112: 
and fo are 112 unto 68, 62. 


6. Having the fide of a Square equal to the Bafe of any Soltd, and the 
length thereof givenin foct meafare, to find the content thereof in 


feet. | | 


As to the fide of the Square in foot meafure : 
So the length in feet co a fourth number ; 
and that fourth to the content in foot meafure, 


"the content willbe found to be about 68 foot 62 parts, 


As 1 unto2.12: fo ty. 25 unto 32. 35: 
and fo are 32. 35 unto 68.62, 


-7-Having the fide of a Square equal to the Bafe of any Solid given in 
|. inch meafure, and the length of the Solid given in foot mrafure, to 
| find the content thereof in fects 


As12tothefide of che Square given in inches : 
~ Sothe length in feet to a fourch number 5 
and that fourth to the content in foot meafure. 


Kk 2 Se 


(70 fauare Solids pat at i ep 


5.Having thé fide of a Square equal tothe Bafe of any Solid,and the length 


Soin the former Solid A H; the fide of the fquare equal tothe Bafe - 
_ AE, being about 2 foot 13 parts, and the length A B r5 foot 25 parte, 


eo 
ro 


248 The wfe of the Line of Numbers — 


<2 i Sa % i. ee . +. A ~ } Nise eet 1 ET eS a 


F Ayw 
aes 
> 


So inthe former Solid A H, the fide of the Square being 25 inches < 
45 parts, the content will be found co be about 6& feet 62 parts. % 


As t2.unto 25.45 : fols. 25 unto 32.35. 
and fo are 32.35 unto 68,62. 


3, Having the length breadth and depth of a [quared Solid given im 4 
inches, to find the content. in inches. J 


As 1 unto the breadth in inches: 
So the depth in inches unto the Bafe in inches. Then, 


As t unto the Bafe - 1 Aba 
So the length in inches unto the Solid content in inches, 


So inthe Solid AH, whofe breadth A C is 30 inches, depth A BE 
21 inches, and 6 partsof 10, and lengeh A B 183, the content of the 
Bafe E C will be found 648 inches, and the whole Solid content about — 
118584 inches, : a: 


As tunto 21. 6: fo are 30 unto 648 + : 
As 1 unto 648 : fo are 183 to 118,584 : . 

| : | 

9. Having tbe length, breadth, and depth of a {quarea Solid given in 
inches, to find the content in fect. | 


Ast tothe breadth in inches + : ; 
So the depth in inches to. the Bafe ia inches. | 
As 1728to that Bafe - : 
So the length in inches to the content in feet. 


- 


Soin the Solid AH, the content will be found to be about 68 fee 
62 parts. o 


Ast unto21.6:fo30unto 648 - 
As 1728 uno 648 - fo 183 to 68,62. 


Or as 12. tothe breadth in inches: 
So the depth in inches to a fourth number. 


rs in fauared Solids 249 
As 144 to that fourth number: | 
So the length in inches tothe content infeer, — 


And fo alfo inthe fame Solid A H, the content will be found to be 
about'68 feet 62 parts. an | 


o As 12 unto 216: fo 30 unto 68.62. 
As 144 unto $4: fo 183 unto 68. 62. 


10.Having the length, breadsh, and depth of a fguared Solid given in 
foot meafure, to find the content in feet, 


{| Asx untothe breadthin foot meafure : 
So the depth in feet to the Bafein feer.. 


As © unto that Bafe - 
So the lengthin feet to the content in feet. 


_ And thus inthe former Solid A H, the breadth A C will be two foot 
' so parts, the depth AE, 1 foot 80 parts, andthe length AB rs fooe 


25 parts; then working as before, the content of the Bafe A F will be 
found 4feet 50 parts, and the whole Solid content abour 68 foot 62 
parts,which of all others may very eafily betried by Arithmetick, 


Ast unto2. 50 :fo I, 8ounto 4.50, 
As 1 unto 4. 50: [015.25 unto 68. 62, 


11, Having the breadth and depth of a {quared Solid given in inches, and 
the length in foot meafure,to find the content thereof in feet. 


As runto the breadth in inches :. 
So the depth in inches unto a fourth number, 
which isthe content of the Bafe in inches. 


As 144 hath unto that fourth number : | 
Sothe length in feet to.the concent in feet. 


+ And fo inthe fame Solid A H, the content willbe found cobe about 


68 feet 62 parts. 


As. 


* 


250 The wfe of the Line of Nambers, Sees 
As runto21.6:fo3ounto648. : 
As144.unto 15. 25. fo 648 unto 68, 62. 


Or as 144 unto the breadth in inches: 
So the depth in inches unco a fourth number ¢ 
which is the content of the Bafe in feer, 


As 1 hath unto that fourth number ; 

So the length in feet to the conteat in feer. 
And fo inthe fame Solid A H, the content will be found to be about i 
68 feet 62 parts. . if 


As 144 unto 21,6 - fo 30 unto 4. $e. 
As I unto 4.50: [015.25 unto 68, 62. 


Or as 12 unto the breadth in inches: 
So the depth in inches unto a fourth number. 


- As 12 unto-this fourth number - 
So the length in feet to the content in feet. 
And foalfo in the fame Solid AH, the content will be found to bee 
about 68 feet 62 parts. A 
As 12 unto 21, 6: fo 30 uato 54. 
As 12 unto 54: fo 15.25 unto 68.62, 


ie 
Vie 
if 


All thefe varieties (‘and fuch like aot here mentioned ) :do follow 
upon the making of the Bafe of the Solid to be E C; there would beas — 
many more if any fhall begin with the Bafe E H, and fo likewife ifthey 
make the Bafero be FD. > 


> Tength of a foot Solid ia inches. 

A Sthe Diameter in inchesunto 46 90: = 
| So is 1 untoa fourth number: EB 

| And that fourth to che length in inches. Z 


So the Diameter of aCylinder being 15 inches, the 


fourth number, will be about 3,12, and the length ofa (2= 

| foot Solid 9 inches 78 parts. a 
| As 15 unto 46. 90: fo 1 unto 3.129, Zz 
and fo are-3. 127 unto 9. 78. Za 
_- 2sHaving the Diameter of a Cylinder givenin foot mea- 
fure,to find the length of afoot Solid in foot meafure, == 

| *As the Dizm ter in feet unto 1,128: 
| So is 1 unto a fourth number ; aa 
- and that fourth co the length in foot meafure. = 
So the Diameter being 1 foot 25 parts; the Jenpth of = 

_ afoot Solid will be found about 8.14 partsof 1000, Z= 

Asi 25 unto1.128;fo 1.00 to 0.9027: acilin 
and fo are 9027 unte 8148. ae 


3. Having the Circumference of aCylinder given in inches, to find 
length of a foot Solid in inch meafare. | 


As the Circumference in inches to 147. 36 : 
— Soisttoa fourth number; 
and chat fourth to the length in inches. 


W/L ELD LL ag LLL Mts dsb 


Re seer aioe rr ee 
id cae Bh: Mie cali Pg 252 
Secr. IL 

| Of the Menfuration of Cylinders. 


1. Having the Disazeter of aCylinder given in inch mea/wre, to find the 


the 


Se 


i) > ~~ Ss 6S UA TAS Poe ‘we [See Y 2°? oe ee ee ae A! aes bet eee ra ys ie vr ah os ’ 
tN AISA SN SARC UY ea MA AH aie a iy) ama Se YN ONT Weare eS AEN EER ME a Tt a gee ee Bebb bi es 


232 she fe of the Line of Nambers 
So the Circumference being 47 inches 1 3 parts,the length of a foot a 


Solid will be found about 9 inches 74 parts. 


é As 47. 13 unto 147, 36. fo I. 00 tO 3.12, 
and fo are 3,13 unto 9.78. - | ty 


Bi - 4. Having the Circumference of A Cylinder given in foot meafure, to fied - 
a the length of a foot Solid in foot meafure. ; | 


Asthe circumference in feetto 3.545 - y 
So is 1 toa fourth number ; , 
_ and chat fourth to the length in foot meafure, 


Sothe Circumference being 3 feot 927 parts, the length of a foor 
Solid will be found co be about 815 parts. 


7 | AS 3.927 unto 3,545 : {0 1.000 unto 0.90. 3. 
rs and fo are 903 unto 815. sm F 
Bc | 5 Having the fide of a Square equal tothe Bafe of a Cylinder, to find the 

‘pen length of afoot Solid, i 


Ca The fide of a {quare equal to the Circle,may be faund bytheeighth 
mee Propofition of broad meafure, and then this Propofition may be — 
wrought by the firft and fecond Propofition of Solid meafure. ‘ 


6. Having the Diameter of a Cylinder, and the length given in inches, to 
find the congent in inches. L 


>. _ Ast.128 untothe Diameter in inches: 


_ So the length in inches to a fourth number; 
and that fourth number to the content in inches, 


Se the Diameter being 15 inches, and the length 105, the content 
o: che Cylinder will be foundco beabont 18555 inches. 


_ As. 1284. unto Tg : foare 105 unto 1395, 87: 
and foare 1395. 87unto 18555. 34. 


73 Having A 


Ves 


in the mesfure of Cylinders. : 253 


7. Having the Diameter and length of aC ylinder in foot meafure, te find 
the content in feet. | : 


_ As1, 128tothe Diameter in feet: 
So the length in feet to a fourth number 5 
___ and that fourth co the content in feet. 


So the Diameter being 1 foot 25 parts, and ehe length 8 foot and 
_ 75 parts, the content of the Cylinder will be found about 10 foot 75 


| parts. 


| A 1,128 unto 1.25 : fo 8.75 unto 9, 69; 
and foare 9.69 unto 10. 74. 


8, Having the Diam of a Cylinder, ned the length givenin inches, to 
find the content in feet. 


As 46,90 tothe Diameter in inches - 
| So the lefgth in inches to a fourth number ; 
| and that fourch tothe content in feet. 


| So the Diameter being 15 inches, and the length ros, the content 
| will be found about 10 foot 74 parts. 


| As 46.906 unto 1g: fo 105 unto 33. 58: 
and fo are 3 3. §8 unto 10. 74. | 


| 


g. Having the Diameter of 4 Cylinder, given in inches, and the lengeb in 
feet, to find the content in feet. 


_ As3. 54tothe Diameter in inches - 
So the lengeh in feee,to a fourch number ; 


and thas fourth co the content in feet. 
| Sothe Diameter being 15 inches, and the length 8 foot 75 parts, the 
content will be found about 10 foot 74 parts. 


| LI As 
| 


Midna? < oped eerie uaa VEO ee mh re al, ee Re Lee +» 

2: a . Koy \ ¥ i. om we “ke SEL, sett a ny Coane hi lee ee . oe '* 
RT i (ies oe a %i oy? ee aes 

i 4 ‘ § 


sha. The wfe of the Line of Nyinbers 
“AS 13.54 Lnto Ig: fo 8.75 unto 9.69: ? 
and fo are 9.69 unto 10,74. : | AL SARPARL GB 


10. Having the Circumference and length of aCy! inder given ininebes to 
find the content in inches. | 


As 3.545 to the Circumference in inches : | a 
So the length in inches to a fourth number 5. 
and chat fourth to the content in inches. , 


So the Circumference being 47 inches 13 parts, and che length1o5 
inches, the content will be found about 185. 55. inches. Ye 


As 3.545 unto 47. 13 3 fo 1o§.unto 1396. 
and fo are 1396 wnto 18555. 


11, Having the Circunsference and length of a Cylinder given in inches. 
to find the content in feet. nd 


As147. 36 tothe Circumference in inches = 

So the length in inches to afourth number 5 
and that fourth co the content in feet.. he 
So the Circumference being 47 inches 13 parts, and the fength 105 
inches, the concent will be found about 10 foot 74 partis ‘ 


As 147.36 unto 47.13 ¢ fo ro¥. unto 33.53. 
and{o are 33. 59 unto 1074. 


BA aO re tg iret enee Aa engt of a Cylinder given in foot mean 
fure,to find the content in feet. | | ; 


As the 3.5.45 tothe Circumference in feet: 
 Sothe length in feet toa fourth number ;. 
and that fourch tothe concent in fect. 


So the Circumference being 3 foot 927 parts; andthe length foot 
73 parts, the content will be found to be 10 foot 74 parts. 
As 


> 


wettsy, Cie? oi ak sh Le Be) NG i Ret A A) be oe 
cy ; =" pt Re E + Dy, a va% F un. 


Of the menfuration of Cowes. 255 
As 3. 548 unto 3, 927: fo 8. 75 unto 9,69. 
and fo are 9, 69 unto 10,74. : 


a 33. Having the Circumference of 2 Cylinder given in inches and the 
leagma in foot meafure, to find the content in feet. | 


As 42, §4. to the Circumference in inches : 
bie So the length in feet toa fourth number ; 
_and shat fourth to the content in feer. 


So the Circumference being 47 inches 13 parts, and che length 8 
foot 75 parts, the concent will be found as betore 50 foot 74 parts. 


As42, §4unto 47513 :f0 8, 75 unto 9, 69: | 
and foare 9, 69. unto 19.74. | 


$rerv. Ii. 


Of the Men[uration of Cones. 


1, The Diameter of the Bafe and the length of the fide of aCone being 
given, to find the [aperficial content thereof. 


| 


| A $7 isto233 Or 113 CO355> 
~~ LAX Sois § the Diamerer 6 multiplied in 18 the fide, 


, To the Superficial Content 339.29. 


Soothe Diameter of the Bafe of aright Cone being 12 inches, and 
the fide thereof 18 inches,the Area will be found to be 339.29. For, 
If you extend the Compaffes from 7 to 22, or from 13 to 355, the 
- fame extent will reach from 108, (which isthe half Diameter multipli- 
ed inthe fide ) to 339. 29 the Area, or Superficial content. 


2. The Diameter and Axis of a right Cone being givin, to find the Solie 
Content. 


As 28, | 
Isto 22 ¢ 
, So 


256 Of the Menfuration of Spheres. 


So is the Square of che Diameter 144, multiplied by $ of the Axis, — 
To the Solid Content of the Cone 678. 85. (wis. 86.8. — 


So the Axis of a Cone being 18 inches,and the Diameter 1-2. inches, 
the Solid corgent will be found to be 678.85. 


\ 


Extend the Compatfes from 28 to 22. The fame extent will reach — 


from 864 (of the Axis multiplied in. the Square of the Diameter ) 
to 678.85 che folid content. | 


Szcr. IV. 


of the Men[uration of Spheres. 
1. The Diameter of a Sphere being given, to find the Superficial content. 


$7 is tO 225 Or 113 (0355. 
So is the Square of the Diameter 74.4 
To the fuperficial content 


Thusa Sphere whofe Diameter is 12 inches, the fu perficial content: 
chereof will be found to be 4.52.57. : 

Extend the Compaffes from 7 to 22, the fame extent will reach from. 
144 (the fquare of the Diameter ) to 452. 57 the fuperficial con- 
rent. | 


2, The Superficies of a Sphere being given, to fied the Axt. 


As 22, 
Is to 7: 
Sois the Superficies 
To the fquare of the Diameter. 


So a Sphere whofe Superficies is 452.57 inches,the Diameter there 
of willbe found to be 12 inches. 

Extend the Compaffes from 22to 7, the fame extent will reach from 
452, §7( the Superficies ) to 144, the Square of che Diameter, chez 
diftance between 144 and 1 is 12 the Diameter. 


Of the Menfuretion of Primes: 257 
| 3. The Axts of a Spherebeing given, to fiad the Solid contents | 


As 42, 
Isto 22: 

So is the Cube of the Diameter 
To the Solidity. 


So if the Axis of a Sphere be 12 inches, the Solid content thereof 
will be found to be 590. 62. 3 

Extend the Compafles trom 42 to 22, the {ame extent will reach 
from 1728 (the Cube of the Diameter ) to 905. 14, the Solid con-. 
tent. : 


4. The Solidity of Sphere being given, to find the Axis. 
As 22, 

Isto 42: 
So-1s the Solidity 

To the Cube of the Diameter, or Axis. - 


So a Sphere whofe Solid content is 905. 14.: the length of the Axis 


will be fonnd to be 12 inches. 


Extend the Compaffes from 22t0 42; the fame extent will reach: 


| from 905.14, the Solidity, to 1728 che Cube of the Axis, 


Of the Menfuration-of Prifmes. 


A. Prifme ss 4 Solid figure contained under Planes ; whereof the two op= - 
pofite are equal, like, and Parallel 5 bus. the other are Paralelogr ams. « 


Euclid, Defin.1 3. Lib.1, 


1.70 find the Solid content of. a Triangular Prif me. 


Suppofe a piece of Timber or Stone to be an Equilateral Triangle: 


at the ends, each fide thereofbeing 2.25 foot, and the length of the . 
piece . 


258 “Of the Menfuration of Prifous, ae 
piece 17. 75 foot, this is called ‘a Triangular Prifme. | : 
1. Find the concent of the Triangle at che end of the piece ( by 

the tenth aforegoing ) which will be found to be 2.19, Then fay, — 


Ast, 
Is tothe Areaof the Bafe: 
So is the Lengthof the Piece 
Tothe contentof the Piece in foot meafure. 


Extend the Compaffes from 1 to-2.19, ( the Content’of the Area 
of the Bafe in feec ) che fame extent will reach from i7. 75 (the 


lengthof che piece in feet) to 38. 87, che concene of the Piece in 
Feet. | 


2. To: find the So'sd Content of a Regular Solid, whofe fides at the end | 
shereof are equal, and morethan3. As 4,5, 6,7, 8, Or LOC. 


Suppofe a Regular Solid, by of Timber or Pais the Plane at the 

Yama e _ Bafe or end thereof being a Pentagon, or 
Sn Ry iieoae piien, Figure of «5 equal fides and Angles, each 
may be found exatt enough for fide being 12 inches, or one foot, and the | 
thee kinds-of Menfurations length of the Solid 14 foot. | | 
by taking vhe leaf diftance 1, Findthe Contencof che Bafe (or Pem 
a here ro encef H tagon.) at theend, by the F. of she fecond 
| Ae Section beforegoing, which will be foundto 
be 1.725 foot, the Perpendicular of the Pentagon being 0 69 parts _ 
‘of afoor; Then fay, | 


As’i, . 
Isto the Content of the Bafe in feet 1.729 : | 
So is the length of the piece 14 foor, 
— To the Concent of the Piece in feet 24. 15. a 
“‘Extend.the Compaffes from 1 to 1.725, (the Content of the Bafe)) 
the fame extent will reach from 14 foor, the length of che Pieceto 
24.15. the Contentof the Pieceinfeer. a 
And in the fame manner, if the fide of an O€tagon were 12 inches | 
ort foot,the Perpendicular would be found to be 1,64,and the 
length 21.§ feet,che Solidity would be found to be 103.20, 
SECT. ; 


SE cr. VI. 


Of the Menfuration of Pyransides. 


* & Piramide sa Solid figare comprehended under divers Planes, [et spon 
— Bone Plane, ( which ws the Bafe of the Pyramide) and gathered together 
to one Point. Euclid. Lib. Defin.12. | 

_ The Bafesof Pyramids may be either Triangles, Squares, Pentagons, 
 Hexagons,&c.as the Prifmes were; Wherefore co meafure any Pyramis, 
_ you muft firft find che Area, or Content of the Bafe, and then fay, 


tp eee 
—.  Istothe Area or content of the Bafez. 25: 


— Sois onechird part of the height ry feer, 
To the Solid content 33.75 feer.. ‘ 


‘ 


_’ Suppofe a Pyramis,whofe Bafe is a Square,each fide being 18 inches, , 
| Or 1.5 feet, and the height of che fame Pyramis were 45 feer, and ic- 
| were required to find the Solidity. The Area of the Bafe by the fecond 
| of the fifth Se&tion beforegoing, will be found to be 2.25 feer. 

__ Extend the Compaffes from 1, to 2.25.( the Content of the Bafe }) 
the fame extent willreach from 15. ( one third part of the height ) to 
33.75. the Solid content of the Pyramid_in feer. 

li And the like of any other. 


| 


SEC Te VII. 
Of the Menfuration of Fruftums or Segments of Pyramids or Cones. . 


*T "He Solidity of every Cone or Pyramid is found by multiplying 
al the Areaof the Bafe ( of what form foever) into one third pare 
of the Alticude ; Therefore ima Cone whofe Bafe is Circular, andthe - 
‘Diameter of chat Circle is in Foot meafure 2.50,1ts Area will be found ° 
by what is delivered in the foregoing Seftions to be 4.91, and its. Alci- - 


tude 56.25 foor; I fay, A 
| Sky 


266 Of the Menfuration of Fruftunes ie ee 


As ft, aia) 
To the Area of the Bafes 7 
So isone third of the Altitude 
To the Solid Content. - 


Sothe Area of the Bafe of aCone or Pyramis being 4.92, andthe 
A lisage 55.25, the Solid Content thereof will be found to be 92. 06 

oot. - : 

Exend the Compaffes from 1 to.4..91 the Area of the Bafe, che fame 
extent thall reach from 18. 75, the third part of the Altitude, to 
92. 06, the Solid Content of the Cone or Pyramis. 

_ Baeif this Cone or Pyramis were cut off at 18 foot from the Grea- 
ter end, and thenthe Leffer Bafes Area fhou!d befound to be in foot 
-meafure 2.27. what fhall the Solidiey of she Fruftum be? And in this 
nature do moft Timber Trees grow, and fo being cut off ought tobe 
meafured, being either Squared or Growing; And no greater 
Error is here committed in the Meafuring of Tim‘ ec, it being in this 
form, than by the vulgar way of meafuring fuch Timber, which is, by 
finding out the Square in the Middle of the P.cce, and taking of chat. 
for. che true Square, but this always makes the Concent of the Piece lels 
chan ie iss; The Genuine and true way is chis. | 

Multiply the Area of the two Bafes together, and from the Produ& 
extract che Square Root, then add this Roor, and che two Area's toge- 
ther, which fum multiplied by one third part of the Lengch of the | 
_ Fruftum or part fhall give the Solid Content of that piece. | 

Soa Piece of Scone or Timber whofe Area atone end is 4.91. (as 
in the former Piece ) and at the Smallerend 2. 27, and its lengeh 18 
foot; the Solidity by the former Rule will be foand to be 63. 48 
foot. For, | | 


Ast, : 
- Istothe Greater Bafe : 
Soisthe Leffler Bafe 

To a fourth Number, 


Whofe Square Root being Extracted, and added to the two formet 
Area’s, will produce another number. Then fay, ee 


AsT> 


A ee em a — 
“t - 5 


eae ss! A Pray a TR Th ee CRAY CS + 


fs ett * Ee " mS “it, ~y , eat ph 
or Segments of Pyramids or Cones. ~. 268 


As f, ; | 

Is co this number Iaft found : p 
| So isone third of the length of the Piece, 
To the Solid Content of the Piece. 


- Therefore extend the Compaffes from 1 to 4. 91, the greater Bale, 
the fame extent fhall reach from 2. 27, che lefler Bafe, corr. ry. A 
mean Proportional between 1 and 17, Cre 

15 will be found to be 3. 34, which | sp aeseens mG GT 
| added to the other two Areéa’s 4. 91, Lefler R re OED 

| and 2.27, Casis donein the Margin, ) Square ore 3—34 
_ will produce 10.52. whichis your other Orit. 15. > 

| number fought for: Then, Lom 52 
___ Extend the Compaffes from 1 to 10.52, the fame will reach from 6- 
| (the third pare of 18 the Length, ) to 63, 12. the Solid Content of the 
Piece which is 63 foot,and halt a quarter of a foot. | 
And now for Proof of this Work to be true, let us find the Solidity _ 
of the upper or Ieffer pare of the whole Cone which was 56. 25 foot 
long. — 

| The Leffer Bafe, 18 foot being cut off of the whole Length is found 
| to be 2 27, and18 being taken from 56. 25 the whole length, there 
will remain 38,25, and third part whereof is 12. 75. which multiplied 
| by 2.27, the Bafe produceth 28.94 for che Solidiry ofthe Lefler Cone 
or Pyramis, and this being added to 63.12. the Content of the Fru- 
_ftum produceth 92.06. the which is equal tothe whole Cone or Py- 
ee both the parts equal¢o the whole, which proveth the Work to 


_berrue. 


CHAP. IV. 
The ufe of the Line of Numbers in Gauging of Veffels» 


| He Veflels which are here meafured are fuppofed to be Cylinders, 
UD or reduced unto Cylinders, by taking the mean betweén the Diz- 
“meter at the Head and the Diameter at the Bongue, after the ufuai 
‘Manner. ? : 


Mm 4, Having 


262  —- The wfe of the Line of Numbers inGangings ‘ 


ae Having the Diameter and the length of a Veff 1 with the Content theres 
of, to find the Gauge point. ett 
Extend the Compafles inthe Line of Numbers to half the diftance: ! 
berween the Content and the length of the Veffel, the fame extent will 
reach from the Diameter to the Gauge point. ‘ : 


{ put this Propofition firft, becaufe thefe kind of meafures are not. 
alike in all places. 

Here at London it is faid that a Wine Veffel being 66-inches in» . 
length, and 38 inches the Diameter, would contain 324. Gallons,which- 
if ic be crue, we may divide the fpace between 324 and 66 intotwo 
equal parts, and che middle will fall about 146, and the fame extent 
which reacheth from 324 to146, will reach from the Diameter ee | 
nnto 17, 15, the Gavge- point for a Gallon of Wine or Oy after Lons-” 


don meafure. mel Fe 
The like reafon holdeth for the like meafure in all other places. 


2, Having the mean Diameter, and the length of aVeffel, to find the contente. 


Extend the Compaffes from the Gauge-point to the mean Diame- 
ter, the fame extent being doubled, fhall give the diftance from the 
length to the content. 

So the mean Diameter of a Wine Veffel being 20 inches, and the 


“Jength 25 inches, the Content will be found to be 34 Gallonsafter 


London meafure, 

For extend the Compaffes from 17.15 unto 20, the fame extent will 
reach from. 23. unto 29,15, and from 29, 15 unto 34. | 

In like manner, if the mean Diameter were 16 inchies,and the length 
23, the Content will be found to be about 2» Gallons. ae | 

For the fame extent which reacheth back from17) 15 unto 16, will 
veach from 23 to 21,45, 4nd from21,.45.unto 20. 

So that if the mean Diameter fhallbe r7z-inchesand rs Centefmes — 
or parts of 100, the number of inches in the length of the Veffel, 
will givethe number of Gallons contained in the fame Veflel: if the 
Diameter fhall be more or lefs than 17) 15, the Content in Gallons 
willbe accordingly more or lefs than the length in inches, 


3: Having 


: } 
if 
i 
i. 
ei || 
| 
if 


le gees 


Us ee sett vs vt ds . BN Sites y ; pee se @ ; : ey. 
The ufe of the Lines in Afironomy, 263 


3. Having the Diameter and Content, to find the length. 


| Extend the Compaffes from the Diameter to the Gauge-point, the 
~ fame extent being doubled, fhall give the diftance from the Content to 


the length of the Veffel. 
So the giuge-point ftanding as before, if the Diameter be 38 inchesy 


andthe Content 324 gallons wine-meafure, the length of the Veflel 
will be found about 66 inches. 


4. Having the length of a Vi effel,and the Content, to find the Diameter. 


Extend the Compaffes to half the diftance between the length and 

the Content, the fame extent fhall reach from che Gauge-point to the - 

. Diameter. : | 

So the length being 66 inches, and the Content 324 Gallons wine 4 
meafure, the Gauge- point ftanding as before, the Diameter of the Vef- A 


“~ fel will be found to be about 38 inches. 

| C HA P. Ve : 

Aftronomical Propofitions as are of ordinary afe in 
the prattice of Navigation. P 


| Containing fash 


1, Tofind the Altitude of the San by the (hadows of a Gnomon (et Perper 
diculer to the Horizon. 


AA Sche partsof the fhadow, 
TA are to che parts of the Gnomon : 7 


So the Tangent of 45 gr. 
To the Tangent of the Alticuce: 


+ Extend the Compaffes in the Line of Numbers, from the parts of a 
the fhadow to the parts of the Gnomon; the fame extent will give 
the diftance from the Tangent of 45 gr. to che Tangent of the Suns 
Altitude. . | 


Sothe Gnomon being 36, and the fhadow 27, the Altitude will be k . 
; Mm 2 found 


me a eee 


Ae i 


264 «= Theufe of the Line of Sines and Tangents, 


- Equinodtial Poinr, the Declination willbe found about 20 gr. 


Us Ca aes hs Ni A NB te rec at Nene ae ey ek Ola ted i) SM i Lis “heh, Maia Gi A ay Te dee eh Col a Aver ae 
ra st . 2 i “" - aN 
. 


- 
- 


Found to be 36 gr. 52 m. Or the Gnomon being 27, and the fhadow Lah 
the Alrirude will be found to be 53 gr.8 m. Or the fhadow being 20> 
andthe Gnomon g, the Alrieude will be found to be 24. gr. 14 m.asin — 


the eighth Propofitionof the ule of che Tangent-line. 


if the Gnomon be 22. and the fhadow 135, the Alticude is 9 gr. 
35 a, as I fhewed before. 


2. Having the diftance of the Suny fron the next Equint tial point, to find: 3 


his declination. 


As the Radius is in proportion, 

co the Sine of che Suns greareft declination: wie." 
So the S'ne of the Suns diftance fromthe next Equinodiil Point, . 
to the Sine of the Declination required. 


Extend the Compaffes in the Line of Sines,from go gr.to 23 er.30 ms 
the fame extent will give the diftance from the Suns place unto his De- 
clination. ‘ 

Sothe Sun being either in 29 gr. of Tauro, or 1gr. Of Aquarias, or 

1 gr.of Leo, or 29 gr. Of Scorpio, thatis 59 gr. diltant from the next 

If che Sunbe fo near the Equinoétial Point, that his Declination 
fall co be under 1 gr. it may be found by the Line of Numbers. As if 
the San were in 2 or. 5 m. of Ariesythat is 125 m. from the Equinocti- — 
al Point, the former extent of the Compaffes from the Sine of 90 gr. 
to the Sine of 23 gr. 30m. will reach in the Line of Numbersfrom 
¥25.unto 50, which fhews the Declinationto be about 50m, 


3. Having the Latitade of the place, and the Declination of the San, to 
fied. the time of the Sunsrifing and fetting. ; 


As the Costangent of the Latitude. 
co the Tangent of the Suns Declination::. 
Sois the Radius, Us | | 
to the Stneof the Afcentional difference between.the hour of 6, 
and che time of che-Suns.rifing or fétting. i 


Extend the Compafles from the Tangenz of the Complement of 
the Latitude, to the Tangent of the Declination: the: fame extent 
wilh: 


Se Da hath (t) Sent A eg OM Se aes | py ey ough Ey Sih alii ba ica 
Wego ; 3 Z , - 


Pe a OS ehce Sitges nh oS ai eae. 
| Oa Ns ae? 
will reach from che Sine of 90 deg. to the Sine of the Afcentional — 
_ difference. eae atinly mah | 
Orextend the Compaffes from the Co-tangent of che Latieudeto 
|. the Sine of 90 gr. the fame extent will reach from the Tangent of the 
Declination, to the Sine of the Afcentional difference. © 
_ Sothe Latitude being 51 gr. 30m, Northward, and the Declination 
| 20 gr. che difference of Afcenfion will be found to be 29 gr, 14 me. 
which refolved into hours and minutes, doth give rhour and almoft 
 49-m. forthe difference between the Suns rifling or fetting, and che. 
hour of 6, according co the time of the year. . 


Fa 


4. Having the Latitude of the place, and the diftance of the Sun, fromthe. 
next Equinottial pint, to find his Amplitude, 


| As the Co-fine of the Latitude; 

__ to the Sine of the Suns greareft Declination 3: 
__ So the Sine of the place of the Sun, 

| -cothe Sine of the Amplitude. 


__.Sothe Latirude being 51 deg. 30m, and the place of the Sun ‘in 
deg. of Aguarins,that is 59 deg. diftane from the next Equinoétial point, 

| the Amplitude will be found about 3 3 deg.20 #. For extend the Com- 
 pafles in the Line of Sines, from 38 deg. 30 m. the Sine of the Com-_ 
| plement of the Latitude unto 23 deg. 30 m. the Sine of the Suns. 
Pereaten Declination ; che fame extent will reach from 59 deg. unto 33 
deg. 20m, Or extend them from 38 deg. 30m, unto ¥9 deg. the fame — 
| extent will reach from 23 gr. 30 m. unto 33 gr.20 m, as before. 


5 Having the Latitude of the place, and the Declination of the Sun, to- 
find hts Amplitade. 
As the Co-fine of the Latitude, 
isto the Radius : 
Sothe Sine of the Declination, 
tothe Sine of the Amplitude, 


Extend the Compa(fes from the Co-fine of the Latitude to the fine » 
| Of gogr. the fame extent will reach from the Sine of the Suns Decli« 

nation co the Sine of the Amplitude, | | 

| Ob; 


. 6 he Af sof she Line of si sines aed te 


Or extend them fromthe Tangent of the Latitude ro the Sine of ced td 
Declination, the fame extent will reach from che Sine of 90 gr. to the 
Sine of the Amplitude. _ 
Sothe Latitude being 51 gr. 30 mm. and the Declinstion 2ogr. the 
_ Amplitude will be found to be 33 gr.20 m. | 


6, Having the Latitude of the place, and the Declination of the Sas, to 
find the time when the San cometh to be due Eaft or Weft. 


As the Tangent of the Latitude, | 
; isto the Tangent of the Declination: 
~Sothe Radius» 
to the Co-fine of the hour from the Meridian. 


‘Extend the Compaffes from the Tangent of the Latitude the Tan- 
gent of the Declination, the fame extent will reach from the Line of — 
90 gr. to the Sine of the Complement of the hour. 

-Or extend them from the Tangent of the Laricude tothe Sine of oa 
: gr. the fame extent will reach from the Tangent of the Declinationto 
i . che Sine of the Complement of che hour; 
* ‘So the Latitude being 51 gr.3© m.and the Declination 20 gr. the Sun 
"a will be 73 gr. 10.m.that is 4.hours, and 53 #. trom the Meridign, weg | 


he cometh to bein the Eatt or Weit. 


7. Having the Latitude of the place,and the Declination of the Sun,to find f 
what Altitude the Sun (hall have,when he cometh to be due Eaft or Wefhe 
© 
Asthe Sine of the Latitude, ri 
is tothe Sine of the Declination: 
So the Radius, | 
to the Sine of the Altitude, 


Extend the Compaffes in the Line of Sines from the Latitude to the 
Sine of the. Declination, the fame extent will reach fromthe Sine of ’ 
4 90 gr. to the Sine of the Altitude. | 
| Or extend them from the Sine of the Latitude to rhe Sine of go gr. | 
the fame extent will reach from the Siae of the Declinationto the Sine f 
of the Altitude. 


So the Latitude being §1 gr. 30m. and the Declination 20gr. the | 
Altitude will be found about 25 gr. 55 m. 8, Having 


ae | in Aftronomye ) 267 


8. Having ihe Latitude of the place, and the Declination of the <pn to 
find what Altitude the Sun (hall have at the hour of fix. 


__ Asthe Radius is in proportion, 

tothe Sine of che Suns Declination s - 

So the Sine of the Latitude, 7 
to the Sine ofthe Altitude. 


Extend. the Compafles in the Line of Sines, fromgogr. to the De= - 


: 
| 
- clination; the fame excent will reach from the Latitudeco the Alti-- 
 Orextend them from 90 gr. to the Latitude, the fame extent will : 


_ hold fromthe Declination coche Altisude. 


| aogr. the Altitudeof the Sun will be found to be about 15 g7.30 me - 


‘find what Azimuth the Sun (hall have at the hoar of rece: 


| AstheCo-fine of the Latitude, . 


| is to the Radius ; - 


| Sothe€o-tangent of the Suns Declination, . (ridian. . 


tothe Tangent of the Azimuth fromthe North part of the Me- - 


_ Azimuth will be found to be 77 gr. 14m. For extend the Compaffes . 
inthe Line of Sines, from 38 gr. 30 m. to go gr, the fame extent will 


~ reachfromthe Tangentof 70 gr.co the Tangent of 77 gr.14m- 


10.Having the Latitude of the place, and the Declination of the San,and - 


the Altitude of the Sun, to fiad the Azimath, 


Firft, Confider the Declination of the Sun, whether it be toward © 


the North or the South,fo have you his diftance from your Pole: thea — 
add this diftance, the Complement of his Altitude, and the Comple- 


"ment of your Latitude, all three together, and from half the fum fub- 


at che diftance from the Pole,.and note the difference, 


So the Latitude being 51 gr. 30m. and the Declination of the Sun - 


I. 9» Having the Latitude of the place, and the Declination of the San, to- 


d Sothe Latitude being 51 gr. 30 m..and the Declination 20-¢r. the - 


I ? AS-« 


Fos 


+ 
Wah 


PN Sok RI RORE Ue CS ie CA en See THEIR acre es. OM SCAN I, i PNR ORL cee OEE OMe me aL mre MCane Oa Deen 
z 


268 —- The nfe of the Lines of Sines and Tangents, 


I. As the Radius is in proportion, | ated aay 
co the Co-fine ofthe ‘Alntudes | ke al 
Sothe Co-fine of the Laticude, ) . Phot og 
to a fourth Sine, ; ae 


. 2. AsthisfourthSine, 
‘2p isco the Sine of the half {ums 
‘So the Sine of the difference, 
toa feventh Sine. 


“Then find a mean propertional between chis feventh Sine and the Ras 

- dius, thismean fhall be che Sine of che Complement of half the Azi- 

muth from che North partof che Meridian. f | 

os Suppofethe Declination of the Sun being known by thetimeofthe _ 
‘ef year co be.20.gr. Southward, the Altitude above the Horizon found by i 
. obfervation-1.2 gr. and the Latitude Nortiwards §1 gr. 30 ms. it were . 
ae. required to find che Azimuth. | id 
| The Declinationis Southward, and therefore the diftance fromthe — 
Pole 110 gr, then.turning the Altitude and Latitude unto their Com- _ 

plements, I add them all three together, and from halfche fum fubtra& : 


if the diftance from the-Pole, noting the difference after this manner : ) 
hs Declin. South 2ogr. om The Diftance Liogr. Om. q 
je Altumde 12 re The Complement 73 O | 
ae Latitude N rd Led The Complement 38. 30 ) 
sah The fum of allthree . .,, ;, 226). 30. Malt 
; The half fum | TD 3.50) 15) , 
dl om ‘The difference 3 Is 


| Thisdone, I come tothe Staff, and extend che Compafies fromthe — 

“Sineot 90 gr. tothe Sine of 78 gr. and find the fame extent to reach | 

from the Sine of 38 gr. 30 m. unto37 gr.30m. Or if lextendthem — 
tro 1 90 gr. to 38 gr. 30 m, the fame extent doch reach from 78 gr.unto 

2.7 gr. 30 m. which is the fourth Sine required. hs 
Then Lextend the Compaflesagair, from this fourth Sine of 34¢r, | 

es 30 m. unto the Sine of the half fum.z.13 gr. 15 m. that isto the Sine of 
66 gr.45m (foralter ger. che Sméot $0 gr. doth ftand fora Sine 

of 


i 


7 es aX, ee 22 4 Paw Tihs ee Pw 2 4 eee ae AS ee oe) Se ee), ee i e's el 
bd ed ee SS ee Be + yh Sy ees, » Fe rf re) 
— ee et ar of . 3 


me Ct RS Ta A Rremmye ye 269 
| 6f 100 grand the Sine of 7ogr. for a Sine of 100 gr. and fo the Fett 
“for thofe which are their Complements to 180r. ) and tais fecond ex- 
tent doth reach from theSine of the difference 3 gr. 15 m. tothe Sine. 
of 4¢r. 54m. OrifI extend them from the fourth Sine of 37 gr.30 m. 
ro the Sine of the difference 3 gr. 15 m. the fame exrent will reach 
fromthe Sine of the half fum113 gr. 15 wm. unto 4 gr. 54m. which is 
the feveath Sine required. 
> Laftly, I divide the fpace between this feventh Sine of 4 gr. 54. 1. 
‘and the Sine of 90 gr. into two equal parts, and I find che mean pro- 
portional fide to fall on 17 gr. whofe Complement is 73 gre the double 
of 72¢r. is 14.6.gr.and fuch is the Azimuth required. Riticte 
Or having tound/the feventh Sine to be 4. gr. 54. I might look over 
“againftit, inthe Line of Verfed Sines, and chere I fhould find 146 gr, 
for the Azimuth from the North part of the Meridian; andthe Com- 
| plement of 146 gr. toa Semicircle being 34g. will give the Azimuth 
_ from the South part of the Meridian. - sidgrs 
But if it were required to find the Azimuth in the fame Latitude of 
31 gr. 30 Northward, with the fame Altitude lof 12 gr.and like Decli- 
| nation of 20 gr. tothe Northward, it would be found to be only 72 gr. 
| 52 m. though che manner of work be the fame as before. ; 


a ___ _— — _ 


 Declin. North. 20 gr. om. The diftance is 70 gr. Om. 
Altitude 12 © The Complement 78°. 
- Latitude North, 51 30 The Complement 28 30 
The fum of all three 186 30 pt 
The half fum 7 93 15 3 
The difference 23 I§ 


| Here as the Radius is tothe Sine of 78 gr. fo the Sire of 38 gr.30 m, 
“tothe Sine of 37 gr. 30%. which fs the tourth Sine, and che fame as 
| before. sty | 
| Then as this fourth Sine of. 37 gr. 30m. 1s to the Sine of 93 gr.15 m. 
fotheSine of 23 gr.15 m. toche Sine of 40 gr. 20m. which isthe fe- 
-yenth Sine. | 

The half way between the feventh Sine and the Sine of 90 gr. doth 
fallat 53 gr. 34 ™. whofe Complement is 36 gr. 26m. and thedouble - 


of that is 72 or. 92 m. the Azimnch required. 4 
li Na Or 


i a 


! i \ j 
4 \ t 
s : . a ‘ {bee 
sal Pm Pi 
ao J 


¥en, ee 


CIO) The wfe of the Line of Sines. } i 
Or I may find thisfame Azimuth in the Line of Verfed Sines, over 
againit the feventh Sine of 40 gr. 20 m. ace 


11, Having the Latitude of the place, the Declination of the San, and 
the Altitude of the Sun, to find the hour of the day. ; 


Add the Complement of the Suns Altitude, and the diftance of the — 


Sun fromthe Pole, and the Complement of your Latitude, all chree 
rogether, and from half che fum {ubftract the Complement of the Al- 
tisude, and note the difference, 7 


7, As the Radius isin proportion 
to the Sine of the Suns diftance fromthe Pole: 
So the Sine of che Complement of che Latitude, 
to a forth Sine. 


2. As this fourth Sine, 
isto the Sine of the half fum: 
So rhe Sine of the difference 
co a feventh Sine. 


The mean proportional betweén this feventh Sine and the Sine of © 
90 gr. will be the Sine of the Complement of half she hour from the _ 


Meridian. 
Thus in our Latitude of 51 gr.30 m, the Declination of the Sun be- 


ing 20 gr. Northward, and the Altitude 12 gr. I might find the Sun to” 


be 95 gr. 52. from the Meridian. ‘ 


Altitude 12¢r. Om, The Complement is qBgr. OMe 
Declin. North 20 =o The diff. fromthe Pole yo 0 
Lativude 5st 30 ~ The Complementis 38 30. 
- The fum of all three 286 30 
The half fum | 93 «TS 
The difference Th DF 


“Here as the Radius, is to the Sine of 70 gr. 
So the Sine of 38 gr. 30 m. to the Sine of 35.¢7 48 ms 


As 


~ ail 


~ zs 


~ “‘Asthis Sine of 15 gr.48 m, isto the Sine of 93 gra 15 m. 
So the Sineof 15 gr.15 m. to the Sine of 26 gr. 40 m. 
The half way between this feventh Sine of 26 gr. 40 #. and the Sine 


-of go gr. doth fall at 42 gr.4.. whofe Complement is 47 4.56 m.and 
_ the double of that, 95 gr. 52 7. which converted into hours, doth give 


6 hours and almoft 24. #. from the Meridian. 
Or I might find thefe 95 gr. 52 m. inthe Line of Verfed Sines, over 


_ againft the feventh Sine of 26 gr. 40 m. 


12. Having the Azimuth, the Sans Altitude, and the Declination, to fins 
the heur of the day. 


As the Co fine of the Declination, 
isto the Sine of the Azimuth: 

So the Co-fine of the Altaude, 
co the Sine of the hour. 


Thus the Declination being 20 gr. Southward, the Altitude 12 gr. 


and the Azimuth found by the tenth Propofition 146 gr. I-might find - 


the time tobe 35 gr. 36m. that is 2 hours 22 m. from the Meridian. 


2 3. Having the hour of the day, the Sans Altitude, and the Declinationy 


tofind the Azimuth. 


As the Co-fineof che Altitude, 
isto the Sineof the hour: 
' So the Co-fine of the Declination, 
to the Sine of the Azimuth. 


Sothe Altitude of the Sun being 12 gr. and the Declination 20 gr. 


- Southward, and the Angle of the hour 35 gr. 36 I fhould find the 


Azimuth tobe 34 gr. And fo it is if itbe reckoned from the South 5 


but 146 gr. if it be taken from the North part of the Meridtan. 


14. Having the diftance of the San from the next Eqninoltial point, te 
) find his right A(cenfion. 


_ Asthe Radius, 
tothe Co-fine of the greateft Declination: 
So the Tangent of che diftance, 


To the Tangent of the right Afcen(ion. 
: : Nn 3 So 


The ufe of the Line of Lines in Afrommye 271 


aze The nfe of the Linas of Sines and Tangents, — 


Ne Pe 


So the Sun being in the firft degree of eAguarius, that 1s §9 gr. die 
fant from the next Equinoétial point, and the greateft Declination 
23 ¢r. 30 m. the right Afcenfion will be found to be $6 gr.50 m. fhore.. 
of the beginning of Aries, and therefore 303 gr. 14m. : 


2 


15. Having the Declination of the Suz, to find his right eAfcenfion.. 


As the Tangent of the greareft Declination, 
iscothe Tangent of the Declination given: 
So the Radius | ) 
to the Sine of the right Afcention. 


“Sa the greareft Declination being 23 gr. 30, and the Declination — 


of the Sun given 20 gr. the right Afcention will be found about 
56 Lre Om. | 4 


rs 


16. Having the Longitude and Latitude of a Star, to find the right Afcen- | 
fion of ‘that Star. 
17. T0 find the Declination of that Star 


The ftars have little or no alteration in their Latitude, in their Lon- — 


~ gitude they move forward, about 1 gr. 25 m, in an hundred years. Thefe 


being krown, 


As the Radius, : (points 
to the Sine of the Sears Longitude fromthe next Equinotial — 

Sothe Co-tangentof the ftars Latitude, : 
cothe Tangentof afourth Ark. 


Compare this fourth Ark, with the Ark of diftance beeweenthe 
Poles of the world and of the Ecliptick. If the Longitude and Latte 
tude of the Star be both alike, as when the Longitude falleth to be 
among the Northern Signs, e ries, Taurtts,Gemini, Cancer, Leo, Virgoy 
and the Letitude is North fromthe Eclipticks or the Longitude among ~ 
the Southern figns, Lilra, Scorpio, Sagitarius, Capricorn, Aquarius, 
Pifces, and the Latitude Southward, then fhall the difference berween — | 
ehis fourth Ark and the diftance of. Poles, be your fifth Ark. . | 

Burif. the Longitude and Latitude shall be unlike, as the Longitude 
in a Northern fign, and the Latitude South, or the Longitude in: a | 
Southern. 


ie 


} 


: b ap { 
' ft 


Southern fign, and the Latitude North, then add this fourth Ark 
to the diftance of both Poles, the fum of both fhall be your fifth 


Ark. And, | 


As the Sine of the fourth Ark, © 
to the Sine of the fifth Ark ; ; 
So the Tangent of the ftars Longitude, (nodal poine. 


tothe Tangentof the ftars right Afcenfion, fromthe next Equie:. 


As the Co-fine of the fourth Ark, - 

to the Co-fine of the fifth Ark e-- 
So the Sineof the fars Latitude, 

to the Sine of the ftars Declination; 


: 
j 
| Thenfor proof of the work, if there be no former error, the pro=.- 
- portion will hold, 


As the Co-fine of the Latitude, 
rothe Co-fine of the right Afcenfion :. - 
-Sothe Co-fine of the Declination, 


| tothe Co-fine of che Longitude. 


of thelittle bear, which fea-mencall the Former Guard. This in ehe 
year 1655, wasin7 deg. §3 m, of Leo, and fo his Longitude from the 


s1-m. Northwards. Wherefore, 


| AstheSineof gogr. 


~~ istotheSine of §2 gr. 22 m.-- 


| 
‘ 


 Sois the Co-tangent of 72 gr. 51 ms - 
tothe Tangent of 13 gr. 44m - 


) ri Which is the fourth Ark. Then becanfe the Longitude and Latitude 
4 


AAS om 


| in Affrommy, 273 


For example, Take the upper of the two former ftars in the fquare: - 


beginning of Libra 52 deg. 7 m. But his Latitude is ftillthe fame 72 gre -. 


are both Northward,the difference between this fourch Ark and 23:¢r. 
31 m. the diftance of both Poles will give you 9 gr. 47 m, forthe fitch . 


2y 
Z3 
fy 


pe 


a7 The wfe of the Ling of Lines 


As the Sineof 13 gre 44m. 
cothe Sine of 9 gr, 47 m. 

Sothe Tangentot 52 gr. 22 m. 
tothe Tangent of 42 ¢r. 56 m. 


Whichis the right Afcenfionof this ftar, from the beginning of Zi- a 


bra, but 222 gr. 56 m. fromthe beginning of Aries. 


Asthe Co-fineof 13 gr.44 m. 
co the Co-fine of 9 gr. 47 tm. 

So the Sine of 72 gre 51 m. 
tothe Sine of 75 7.46 wm. 


Which is the Declination of this ftar from the Fquator. 


Asthe Co-fine of 72 gr. 51 m. 
to rhe Co-fine of 42 gr. 56 m. 

So the Co-fine of 75 gr. 46 mi 

~ tothe Co-fineof 52.¢r. 7 m. 


Which agreeing fo well with the Longieude of the ftar propofed is 
a good proof, that the right Afcenfion and Declination were truly _ 


found. 


Thefe are fuch Aftronomical Propofitions, as I take to be ufefulfor 
Sea-men. For the firft and fecond willhelpthem cto find their Lati- 
tude, chethird tofiad the Suns rifling and fétting, the4,5, 6,7) 8,9) 
10,13 Prop.to find the variation of theic Compa‘s, che 11 and 12 Prop. 


to find the hour of the day; and the reft toward che finding of the 
hour of the nighr, For having the Latitude of the place, with the De- 


clination and Alticude of any ftar, they may find the hour of the far — 
from the Meridian, as in the 11 Prop, Then comparing the right © 


Afcenfion of the ftar, withthe right -Afcenfion ot the Sun, they may i 


have to the hour of the night. ay 
All thefe Propofitions, and fuch others, may be wroughe alfo by the — 
Table of Sines aud Tangents. For where four Numbers do holdin © 
proportion; asthe firft tothe fecond, fo the third to the fourth; there 
if we multiply the fecond into the third, and divide the Produét by — 
the firit, the Quotient will give the fourth required, As in the 


example 


Bee: in Aftronitity, 279- 
example of the 1$ Prop, where the Declination being given, it wasre- 
quired to find the right Afcenfion. The Tangent of 20 gr. the Decli- 
nation given is 3639702, which being multiplied by the Radius, the 
 Produ& is 36397020000000, and this divided by 4348124the Tane 
| gent of 23 gr. 30 m. the Quotient is 8370741, the Sine of 56 gr. 50m, 
for the right Afcenfion required. 
Orif any willufe my Tables of Artificial Sines and Tangents, they 
may add the fecond and third together,and from the fun fubcra&t che 
firft, che remainder wil! sive che fourch required. And fo my Tangent 
of 20 gr. is 9561, 0658, which being added to the Radius, mskes 
19561, 0658, trom thisif they fubtraét 9638, 3019, the Tangent of 
23 gr. 30 m.they fhall find the remainder to be 9922, 7639, which in 
| my (anon is che Sine of 56 gr. 49 m. 56 feconds ; and fuch isthe right 
_ Afcenfion required, if ig be reckoned from the next Equino@tial "aa 
point. : | ae 
_ The like reafon hofdeth for all other Aftronomical Propofitions, ee 
asT will farther thew by thofetwo examples which I gave betore, for 
the finding of the Azimuth inthe 10 Prop. becaufe they are thonghe . 
_ to be harder thanthe reft, and require three operations. 


In the firff Exareple, 


Declin. South 20 gr. Om. The diftance 110 gr. Ome. 
Altitude 1 alg sc The Complement 73° 0 
Latir.North 51 30 The Complement 38 30° nt 
The fum of all three 226 30 of 
Thehalf fom TPF UES we 
The difference 3 IS. 


The firft operation will be to find the fourth Sine; and that isdone - 
by adding the Sine of the Complement of the Altitude tothe Sine of 
the Complement of the Latitude, and fubtracting the Radius: fo ad-: 
ding 9990, 4044 the Sine of 78 gr, unto 9794, 1495 the Sine of 38 gr. 
30 m. ihe fum will be 19784, 5539. And the Radius being fubtractéd, 
the remainder 9784, 5539 is the fourth Sine, and belongeth to - 
37 £7.39 Mm. } ; 4 

The fecond operation will be to find the feventh Sine, and a is _* 
) one. - i 


Ue St ON Cee "eS ETN: NCAR, Be eT Sea RIT eae aT ee Re Ae ee 


f 3K 


Cle ior The ufeof- thelane of Lines. 
a. done by adding the fine of the half fumto che fine of the difference, — 
ae and fubtracting the fourth fine. So the half fum being 113 gr. 15. I 
- take his Complement toa Semi«circle,and fo find his fine to be 9663, — 
2168,to which I add 8753, 5278, the fine of the difference 3 gr.i15 mm, 
and the fumis 18716, 7446. Fromthis Itakethe fourth fine 9784, — 
5539, and the remainder will be 393231907, which is the feventh line, 
and belongeth to 4 gr.5 4 m. ; a 4 
The third operation willbe to find the meaa proportional fine be- | 
tween the feventh fneand the Radius. This in common Arithmetick is 
done by multiplying thetwoextreams, and taking the {quare rootof | 
theProduct. Asin findinga mean proportional between 4 and 9, we 
multiply 4intog, and the Product is 36, whofe fquare root is 6, the 
mean preporticnal between 4 and g. But here it is done by adding the _ 
fine and the Radius,- and taking the half of them. So the fumof the _ 
laft feventh fine and the Radius is 18932, 1907, and thehalf of that — 
9466, 0953, which is the mean proportional fine required, and be- 
longethto 17 gr. whofe Complement is 73 gr. and the double of thag_ 
146 gr. the fame Azimuth as before. j 


Inthe fecond Example. | . | 
“Declin. North 20¢gr. om. The diftance 7O gr. Om) 
eitiendes ro rere TheComplement «78 200 
‘Latitude N. = 5t 30. TkeComplement ~ 38 430. | 
ie oo The fum of all three 186 30 i 
a | ea ant — 
Bis ee | The half fum 93 15 
i. The difference 23 159% | 


The firft operation will be to find the fourth fine, and that is here | 
es 9734, $539, as inthe former Example. | | K | 
_. The fecond operation will be to find the feventh fine; andfo here 
‘ the fine of the half tum 93 gr. 15 m, being the fame with che fine of 
86 gr.45 m.his Complement to 180¢r. I find it to be 9999, 3009, 60 
which Ladd. 9596, 3153, the fine of the difference 23 gr.15 m.and | 
the fum is 19595, 6162. From this I cake the fourth fine 9784, 5539) 
‘> and the remainder willbe 9811, 0623 for the feventh fine, and be | 
Jongeth to 4ogr. 20 wm, 


The | 


| gy Bs Sa cat elie 
) er ai y 


Nige' 


The ufe of the Line of Sines and Tangentss. 277 
The third operation will be to find the mean proportional Sine be- 


tween the feventh Sine-and the Radius. And fo here the Radius being 
added tothe feventh Sine, the fum will be 19811, 0623, and the halfof 


that 9905, §311, doth give the mean proportional Sine belonging to. 
| about $3 gr. 34. m. whofe Complementis 36 gr, 26, and the double 
_ of that 72 gr. 52 m.the fame Azimuth as befere. 

T have fee down thefe three Examples thus particularly, that I mighe 


fhew the agreement betweenthe Staffe and the Canon. But otherwife I 


_ might deliver both the Precept andthe Work, for the two laft, more“ 


_compendioufly. For generally in all Spherical Triangles, where three 


| 
| 


‘this-manner, 


fides are known, and an Angle required, make that fide whjch is oppo- 
fite to the Angle required, to bethe Bafe; and gather the {um, the half 


‘fun, and che difference as before, 


Asthe Rectangle contained under the Sines of the fides, 
is to the Square of the whole Sine: . (difference, 
So the Reétangle contained under the Sines of the half fam and the 
co the fquare of the Co-fine of the half of the Angel. 


Then for the work, we may for the moft part leave out the ewo laft 
figures; andif they be about 50, pue an unite to the fixth place, after 


The fecond Example. 


7ogr. OM 
78 i) 9990 | 40 
38 30 9794 | I§ 


186 30 19784] 55 


eee ee 


ia 5 aden 9999 | 30 
| 23 «15 9596 | 32 
20000 | CO 
ee en ens | 
39595 | 62 
19811 | 07 | 
360 26 9905 | $3 $3 fre 34. 
72 <4 §2 109 8 


| cbr Oo Or 


aS Tha nfo of the Lines, of Sines and. Tangents. ae 
Or for fect: Numbers as are to befubtraéted, I may takethem ous 
of the Radius, and write down the relidue, and.then add them toge- 
cher with thereih. Asinche fame fecond Example, the Sines.of 78 gr. 
and of 38 gr. 30m. being the Numbers to be fubrragted; if Itake — 
9990, 4044. the Sine of 78:gr. ourof the Radius 10000, 0900; the 
relidueis 9. 59563 and fo the refidue of 9794, 1495 16205-8505. 
Wherefore inftead of fubtracting thefe Sings, 1 may add thefe refidues 
atrer chigs manner: | 


79 fire © Mm. 


7 ° 9| 59 
3 30 205 | 85 
186 30 . 
ELS 9999 | 3° 
ta a ge 9596 | 32 
e : 19811 | C6 : | 
36 + 26 9905 ee 53 Ore 34 Me | 
as wins u tO 4 


Having thefe means to 
find the Suns Azimuth, we — 
may compare it with the ~ 
Magnetical Azimuth, and 
fo find the variation of the — 
Needle. 1 

For let the Circle 
AMB, drawnby the Cen-_ 
ter Z, be aPlane, parallel — 
to the Horizon; A the | 
Point whereon. the Sun | 
bears from us, M the North — 
point of the Mapnetical 
Needle, and the Angle 


‘AZM, the Magnetical | 


. Sy By 8 -» 5 Azimuth, If.we find the» 
Suns Azimuth as before, tobe 72 gr. 52 ™. from-the North to the” 
| Weftward) - 


| ws 
———S e 


= ———————— 


| of my Friends, dra 
| ter, and two Needles, the one above 6 inches, and the other 10 inches 
long, where I made the Semidiameter of my Horizontal Plane A Z 


ER Rae he Oe ae ML Pe et oy Cee ee 


} 


thenfe of the Lines-of Sines avd Tangent; 239 


‘Weftward, we may allow fo many gr. from AuntaN; and fo we hav? 
‘the true North point of the Meridian, and confequently, the Eall, 
South, and Weft Poiats of the Horizon, and the dittance becween N 
~and M fhall be the variationof the Needle. Sothatif the Magnetical 


Avimath AZM thall be 84gr.7. andthe Suns Azimuch AZ N 
72 9re 52m then mutt N Z M the difference between the two Meri- 


| dians, give the variation to be 11 gr. 1§ tm. 25 Mr. Borough heretofore - 
found it by his obfervations at Linsehonfe inthe year1g8o0, But if the 


Mapnetical Azimuth Z M fhall be 79 gr. 7 . and the Suns Azimuth 


AZN 7247.53 m.- then fhall the variation N Z M be only 6 gr. 15 #7. 


as Lhave {ometimes found it of late, Hereupon enquired after che 
place where Mr. Boreugh obferved, and went to Limehoufe with fome 
and took with us a Quadrant of three foot Semidiame- 


19 inches: and towards night the 13 of Fune 1622, I made obfervatioa 
in feveral parts of the sround, and found as followeth : ° 


= 


Al, O|AZM.LAZN.| Variat. [) 


peg USE 


Gre Wf. | Gr. tat.) GRA: Gr. M, 
19 oe} 82 4AVAP F216 IO 
18 5 | 80 50 | 74-44 .6 6 

| U7 ipdd WES Pd Lh Se boy aoe 

1% 05799 B12 76-95 55 | 

| 16 18 | a8 ro 72°32 Be a dea 

116 0177 “50,72 1815 40 | 


eR A Ry 2 les 49 ¢ 3 
d9 29170 12164 25}5 471) 


eal J Dds Sage ek a ee eh cen emerge RA al er amma 


@ 


¥ Oo 2 CHAP} 


- 4 Le. i -~) ae 
; - 
& ~ 


| The nfe of the Line of Sinesand Tangents, | 


S 


ee 


atte . . | 
a Containing fuch nautical queftions, as are of ordinary, — 
hs ufe, concerning Longitude, Latitude, Rumsbs. | 


and Diftaxce. 
1. Tokeep an account of ihe Ships way. 


| 
i 
i 
ah He way that che Ship maketh, may be known to am 
Ro te old Sea‘man by experience, by others it may be. 
1 found for: fome fall proportion of time, either by the 
! Log Line, or by the diftance of two known marks on the: 
7 Sips fide. 
The time in which it maketh this way,may be meafured 
3 || -bya Watch, or by a Glafs, or by the Pulfe, or by re-_ 
peating a certain number of words. Then as long as. 
the wind continuech at chefame ftay, it followeth by pro- 
portion, : 
As the time given, isto an hour: 
So the way made, ta an hours way. 

Suppofe the time to be 15 feconds, which makea quar= 
ter of aminute, andthe way of the Ship 88 feet: chen — 
becaufe there are 3600 fecondsin anhour, I may extend _ 
the Compaffes in the Line of Numbers, from 15 unto 

- 3600, and the fame extent will reach from 88 unto. \ 
21120. Or Imay extend them fromi5 unto 88, andthis _ 
i ad extent will reach from 3600,unto 21120, according to 
cA the ordinary work in Arithmetick, | 
fis : As 15, unto 3600: 
a So 88, unto 21120. 
Which fhews that an hours way came to 21120 feet. 
‘|; _ Bue this werean unneceflary bulinefs,to hearken afrer- 
Et feecor fathoms. Ie fufficeth ourSea-men tofindthe way 
ay . Hae Fe : 
|| oftheir Ship in Leagues or Miles. : 
And they fay that there are 5 feet in apace, 1000 paces 
ina Mile,and 60 miles in.a degree, and therefore 000 
| eee 


The ufe of the Line of Sines and Tangents: 281 


feet ina degree, Yet comparing feveral obfervations, and their mea- 


fures with our feet ufual about London, I find that we may allow 
352000 feet to a degree; and then if I extend the Compafies in the 
Line of Numbers from 352000 unto 21120, I fhall find the fame ex- 


| .tent to reach from 20 Leagues, the meafure of one degree, to 1,2,and 


from 60 miles 03, 6, according to Arithmetick, which fhews the hours 


way tobe league, and 2 tenthsof a league, or 3 miles and 6 tenths of 


a mile. 
AS 352000, unto 21120,: 
SO 20, 00, unto 1, 20, 
_ and 60, 00, unto 3, 60, 


__ But to avoid thefe fractions, and other tedious reduétions,! fuppofé - 
it would be much berter to keep this account of the Ships way (as 


alfo of the difference of Latitude, and the difference of Longitude ) 


by deg. and parts of deg. allowing in 100 parts to each deg. which we - 
_ may therefore call by the name of Cente/ms. For fo doing there would 

_ befome agreement between the account and the days fayling. Ordina- 
_tily the fhip goesa degree ina day, as it may appear by comparing fe- 

_ Veral Journals co the Eaft and Welt Indies. The time of paflage bee . 
_ tweenthe Lizard and the Southermoft. Cape of frica,.is commonly 
- faid tobe abour 3 months, and the diftance is not much different from _ 
90 degrees. ‘ 

_ Again, this sccount by degrees and Centefms would be more exacts . 
and the addition, fubtra@ion, multiplication, divifion of them more. 
_¢afie. Neither would this be-hard toconceive, For, : 


Cente (uss, Minwtes, Leagues. - 
If 100 do equal. 60 and 209, : ha 
then so fhall equal 30 and 10, 
and 5. beequal. 3 and I. 


And fo inthe former example of 82 feet in 15 feconds, having firft : 


found that the hours way is-about 21120 feet. 


If I extend the Compaffes from 352000, unto 21120, as before, . 
IT fhall find the fame extent to reach from 100 unto 6, as before, which 
thews that the hours way required is 6 Cent, fuch as 100 domakea . 


degree, and 5.do make an ordinary league. 
__ This might alfo be done at one operation. . For upon. thefe fuppofi- 


Uons, divide 44. feet into4s lengths, and fer as many of them as you - 
May conveniently between twomarks onthe fhips fide, and note the - 
Aeconds of the time in which the ship goeth thefe lengths, fo the pro- . 
portionwillhold, | | EM sh | Ag. . 


* 


Pe Te Om ot W nS 
VRP ais ge ot ee 
a 


28: , the fe of the Lines of. sines and Tove 


Bet As the feconds, tothelengths: ay 
a So 1 hour, unto the Genteims. ry 
The lengths divided by the time, fhall give the Cent. “which the tip, 
pis goech in an hour. 

is Suppofe the diftance between the two marks to be 60 lengeths(which — 


are 58 feetand S inches ) and let the time be 12 feconds : extend the 
i Compafles from 12to 1, inthe Line of Numbers ; fo the fame excent | 
Fs will reach from 60 onto 5. Orextend them from 12 unto 60, andthe | 
fame extent will reach from 1 unto 5. This fhews that the (hips way 
_ is according to § Cent. in an hour. | 
Tais may be found yet more ealily,if the Log-line fhall be fitted to 

; the time, Asif the time be 45 feconds, the Log-line may havea knocat 
the end of every 4.4 feet;then doth the fhip run fo manyCent.inan hour — 
as there are knots vered out in the {pace of 45 feconds.If 30 feeonds do 
{gem to bea more convenient time, the Log-line may havea knot atthe — 
end of every 29 feet and 4 inches; and then alfo the Cent. will be as , 
many asthe knots: Or if the knots be made to any fet number of feet, 
the time may be fitted unto the diftance. As if the knots be made at | 
clte end of every 24 feer, the Glafs may be made 24 feconds,and fome- _ 
what more thanan half of a fecond, and fo thefe knots will fhew the | 
Cent. If there be 5 knots vered out ina Glafs, then 5 Cent. if 6 knots, | 


~~ thea the fhip goeth 6 Cent.inthe {pace of an hour, and fo inthe ref 
«For upon this fuppofition, the proportion between the time and the | 
feet willbeas45 unto 44. Bur according to the common oppo 
ait rt fhould feem to be as 45 unto 372, or ia lefler cerms, as 6 unto §. 
or Thofe which are upon the place may make proof of both, al 
~ follow that which agrees belt with their experience. 


2. By the Latitude and differ ence of i Spore to find the diftance ‘m8 | 


; | eourfe of Eaft and Weft. 
.. _ Asthe Sine of 90 gr. 
to the Co-fine of the banitulie: : 
FS So the difference of Longitude atthe Equator, 


co the diftance required on the parallel. | 
) 
i Extend the Compatffes fromthe Sineof go Pa unto the Sine of the’ 
di: Complement of the Latitude ; the fame excent thall reach in the Line. 
| ae of Nambers, fromehe difference of Longitude to the diftance. * 


me | - 

4 irl. f 

a my i 

mee ; * 4 if 
Ke | 
‘Re / : 

. 
’ 
ae 


| 


att Ge eee Pe en be (4 
oe 


The ip of the Lines or Sines and aac ‘ 283 


So the meafure of one degree in the-Equator being 100 Cente the 
“diftence belonging to one deg. of Longitude in the Latitude of §1 gr. 
30 m, Will be found about 62 Cent. and 4. 

Or if the meafure of a degree be 60 miles, che diftance will be 
found abous 37 miles and}. If the meafure be 2oLeagues, then 


eee Frnp, ho 


aid 
Cer 


“fad © 


ee) 
TD Te TT 


§ 2) 


PTT 


5S! 


1 el Ba ae 


| i= | 

ose I 2 fc | ee CIE 7] 
| we 1,” 

| 


| 


 almoft 12 a baaites and 2, if the meafure be 174, as inthe Spanifh 


| Charts, then fomewhat lefs than 11 Leagues failing upon this parallel, 
_will givean alteration of one degree of Longitude, . 


3. By the Latitude and diftance npon a conrfe of He or Wf to find the 
difference of Longitude, 


If the diftance be given in Leagues or Miles, reduce them into Cen- 
' telms, then will the proportion hold. 


byt | | As 


caso 4% 
ee 
a3 a 


~ of the fixth Rumbto the Meridian. Bue this Rumb fo found 


284 The wfe of the Lines of — 
~ Astle Co- fine of the Latitude, - | 

to the Sineof 90 gr 
' Sothe diftance on the Parallel 

to the difference of Longitude. 


Extend the Compaffes from the Sine of the Complement of che La- 
titude, to the Sine of 90 gr. the fame extent will reach in the kine of 
Numbers from the diftance to the difference of Longitude. | 

So the diftance upena courfe of Eaftor Weft, in the Latitude of 
SI gr. 30 m, being 100 Cent. the difference of Longitude willbe 
found 1.60, which make one degree and 60 Cent. or 1 Lr. 36m | 

Or if it be 6o miles, the difference of Longitude will be 96,which — 
alfo maker gr. 36 m.as before, | 


4. The Longitude and-Latitude of two places being given, to find the-Rumb ' 
leading from the one tothe other. Tok i 


Asthe difference of Latitude, rie 
to the difference of Longitude: 

So the Tangent of 45 gr, 
tothe Tangent of thecommon Rumb. 


Extend the Compaffes inthe Line of Numbers from the difference _ 
of Latitudes to the difference of Longitudess the fame extent will _ 
give the diftance fromthe Tangent of 45 gr. unte the Tangentofthe — 
Rumb, according to the Proje&ion of the Common Sea-chart. ie | 

So the Latitude of the firft place being so gr. the Latieude of the 
fecond §2¢r. 30 m, andthe difference of Longitude 6 gr. the Rumb — 
will be found to be about. 67 gr. 23 mm. which is near the inclination | 
is always 
greater than ic fhould be, and therefore to be limited; which may be 
‘done fufficiently for the Sea-mans ufe, after this manner: | 


As the Sine of 90 gr. | 

to the Co-fine ot the middle Latitude: 
“So the Tangent of the common Rumb 

to the Tangent of the Rumb required. 


M. Extend | 


~ 


3 ‘Sines and Tangents in Navegation, ss alee 
Extend che Compaffes either from the Sine of 90 gr. unto the Sine 
of the Complement of the middle Latitude, the fame extent willreach — 
from the Tangent of the Rumb before found, uato the Tangent of the 
_ Rumblimited. * | | 

Or elfe extend them from the Sine of 90 gr. unto the Tangent of the 
 Rumb before found ; the fame extent will reach from the Sine of the 
pence of the middle Latitude, unto che Tangent of the Rumb 
_ fimited. 

- So the middle Latitude between 50 gr. and 52 gr. 30 m. being 51 gr. 

15 m. and the Rumb before found 67 ¢r. 23 m. the Rumb limited will 
_ be found to be about §6 gr. 20 #. which is but 5 m. more than the in- 
_clination of the fifth Ramb to the Meridian. | 

If any pleafe co work by the Canon, he may joyn both thefe in one 
| Operation. 


Asthe difference of Laticude, 
corhe difference of Longitude : ‘. 

So the Co-fine of the middle Latitude, i 
co the Tangent of the Rumb required. i 


>. This Rumb may be found by the help of the Aferidias Line upon © 
the Staff, For if Itake the difference of Latitude out of the ALcridias 
Line from 50 gr. unto 52 ¢r. 30m. and meafure it in his Equinodtial, 
or atthe beginning of the AMderidian Line, I fhall find ic there to be 
equal to 4 gr. which may be called che difterence of the Latitude in- 
larged. Wherefore I work as if she difference of Latitude were 4 gr. 


Asthe difference of Latitude inlarged, 
tothe difference of Longitude : 

So the Tangent of 45 gr. 
to the Tangent of the Rumb required. 


And extend the Compattes inthe Lineof Numbers from 4 unto 6: 
fo fhallI find the fame extent to reach from the Tangent of 45 gr- 
unto the Tangent of 56 gr. 20. and this is the inclination of the 


Rumb required. 


de 6.By 


286 The ule of the Lints of 


L oe 


6. By the Ruwsh and both Latitudes, to find the diftance upon the Rurabe i 


As the'Co- fine of the Rumb from the Meridian, ra 
tothe Sine of 9° g7s ihe ts 
So the difference between both Latitudes, | - 
to the diftance upon the Rumb. 


Extend the Compafies from the Sine of the Complement of the 
Rumb,unto the Sine of 90g7. the fame extent in the Line of Numbers 
Shallreach from the difference of Latitude unto the diftance upon 
the Rumb. | arta: “ 

So the Latitude of the firit place being 50 gr. the Latitude of the - 
fecond 52 gr. 30 ws. and the Rumb the fifth fromthe Meridian, IE T 
extend the Compailes from33 gr. 45 ™. unto the Sine of 90gr. I fhall — 
find the fame extent inthe Line of Numbers co reach fron 2 gr. 50. 
Cent. t04.gr. 50 Cent. and {uch is the diftance required. p 


7. By the diftance and both Latitudes to-find the Rumbs 


Asthe diftance onthe Ramb, 
co the difference between both Latitudes : 

So the Sine of 90 gr. 
to the Co-fine of the Rumb from the Meridian, 


+ me 


- 
aot 
ee ST 


hy 


a os 


Extend the Compaffes in the Line of Numbers from the diftance | 
uatothe difference of Latitudes ; the fame extent will reach in the 
Line of Sines from go gr. unto the Complement of the Rumb. _ a 

So the one place being in the Laticude of 50 gr. the other in che © 
Latitude of 52 gr. 30%. and the diftance between them 4 gr. $° Cette 
1f Lextend the Compaffes from 4.50 unto 2. 50 in the Line of Num-— 
bers, I: fhall find the fame extent to reach from the Sine of 90 gr.unto 
ehe Complement of 56 gr. 15 wm. and {uch is. the inclination of the | 
Rumb required. — srsrinr i waive sing) arly be on | 


body 


| 


a 1 
} 
| 
| 


8. By 


Ae HE Be A Ee ed Bre 2 Be By BE 
¢ a i ec F Ee +.) SO Se ae Cate ys at OM tates hcl: f or. 
i rer ee = a es Pea ee Fae . te eee ee wae aah 8 


beg ‘Sines and Taygents 1 Navigation, 284 

| 8. Byone Latitude, Rumb,and diftance,to find the difference of Latitudes. 
As the Sine of go gr. | 

tothe Co-fineot the Rumbfrom the Meridian: 


Sothe diftance upon the Rumb, 
to the difference between both Latitudes. 


__ Extend the Compaffes in the Line of Sines, from 90 gr. unto the 
_ Complement of the Rumb, the fame extent in the Line of Numbers, 
_ will reach from the diftance, unto the difference of Latitudes. | 
 Sothe leffer Latitude being sogr- and the diftance 4 gr. 50 Cents 
| upon the fifth Rumb from the Meridian: If I extend che Compafies 
from the Sine of 90 gr. to 33 gr. 45 #. I fhall find che fame extent to 
reach from 4, 50 in the Line ef Numbers unte 2-50; and therefore 


| the fecond Latitude to be 52 gr. 30 m7. } 


9.Bythe Rumb and both Latitudes, tofind the difference of Longit#de. 


 Asthe Tangent of 45 gr. 
to the Tangent of the Rumb from the Meridian - 


So the difference of Latitudes. | 
to the difference of Longitude in the common Sea- chart. 


. 


| ~ Extend the Compaffes from the Tangent of 45 gr. unto the Tangent 


of the Remb 5 the fame extent will reach in the Line of Numbers from 


| the difference of Latitudes unto che difference of Longitude, accord- 
| ingto the Projeation of the Common Sea-chart. | 
| So the firft Larieude being 50 gr. and the fecond 52 gr. 30 m. and the 
| Rumb the fifth from the Meridian : if Textend the ompaffes from 
| the Tangent of 45 gr- unto § Gor. 15m. 1 fhall find clf@fame extent to 
| reach from 2. 50 in the Line of Numbers to be about 3. 75, which 
make 3 g7.4.5 %. But this difference of Longitude fo tound, isalways 
leffer than it fhould bes and therefore to be enlarged, which may be 
done fufficiently for the Sea-mens ufe after this manaer - 


|  Asthe Co-fine of the middle Latitude, — 
tothe Sine of 90 pr. — 
So the difference of Longitude in the common Seaschart, 


a, tothe difference of Longitude inlarged. : 
r | Ppz Extend 


A . 
"shal “es a 
pe Cae <3 Sri 


238 The ufe of the Lines of ae 
Extend the Compaffes from the Sine of the Complement. of the- 
middle Latitude, unto the Sine of 90 gr. the fame will reach inthe — 


‘Line of Numbers from the difference of Longitude before found, unto 


the difference of Longitude inlarged. | 
So the miedie Latitude in this example being 51 gr. 15 . and the | 
difference of Longitude before found, 3 gr.7 5 Cente che difference of — 
Longitude inlarged will be found abours gr. 99 (ent. which are 
near 6 gr. . | . ; 
If any pleafe to work by the Canon, he may joyn both thefe in one 
Operation. : 


As the Co-fine of the middle Latitude, 

to the Tangent of the Rumb from the Meridian: 
Sothe difference of Latitude, 

tothe difference of Longitude required. 

2. This difference of Longitude may be found by help of the Me- 
ridian Line upon the Staff. For if 1 take the proper difference of La- 
titude out of the Meridian Line, and meafure it in his Equinoétial, or 
at the beginning of the Meridian Line,l fhall find the Latitude inlarged 
to be equal co four of shofe degrees. 

Asthe Tangent of 45 gr. . 

to the Tangent of the Rumb from the Meridian < 
'. So the difference of Latitude inlarged, 7 , 
co the difference of Longitude required. tg 


Wherefore having extended the Compaffes, as before, from the 
Tangent of 4 Sgr. unto the Tangentof 56 gr. 15. the fame extent | 
will reach from 400 in the Line of Numbers, unto §.99, which fhews 
the differenceof Longitude to be abouts gr. 99 Cent. or about halfa 
minute fhort of 6 degrees. 


10. By the Rumb and both Latitudes, to find the diftance belonging to the 
’ Chart of Mercators Projection. i a | 


Takethe proper difference of Latitudes out of the Meridian Line 1 
of the Chart, and meafure itin his Equinoétial, or one of the Parallels, _ 
and it will there give the difference of Latitude inlarged« | 

As 


Asthe Co-fine of che Rumb from the Meridian, 
tothe Co-fineof 9o0¢r, 

So the difference between both Latitudes, 
to the diftance upon the Rumb. 


‘ Then extend the Compaffes from the Sine of the Complement of 
_ the Rumb unto the Sine of 90 gr. the fame extent will reech inthe 


_ Line of Numbers, from the Latitude inlarged, unto the diftance re- - 


_ quired. Or extend them from the Complement of the Rumb tothe 
_ Latitude inlarged, the fame extent will reach from 90 gr. unto the 
| diftance. 

For example, Let the place given be A, in the Latieude of 50 gr.D, 
inthe Latitude of 52 ¢r.30m. AM thedifference of Latitudes, and 
the Rumb M A D the fifth from the Meridian. Firft, f take out A M, 
_ the difference of Latitudes, and meafare itin A E, one of the Parallels. 
_of the Equinoétial ; I find itto be very near 4 gr. this is the difference 


Of Laticudesinlarged. Then if I extend the Compaffes from the Sine 


| Of 33 gr. 45 m. the Complement of the fifth Rumb,unto the Sine go gr. 
“unto 7.20, And this isthe diftance belonging tothe Chart. Where- 
fore I take out thefe 7 gr. 20 Cent. out of the Scale of the Parallel 
_ AE, and prick it down upon the _Rumb from AuntoD, where ie 
_meeteth with the Parallel of the fecond Latitude. Laftly, I meafure it in 
the Meridian Line, fetting one foot of the Compaffes as much below 
_ the leffer Laticude, as the other above the greater Latitude, and find ie 
‘tobe 4 gr. 50 Ceat. which is the fame diftance that I found before ia 


the 5 Prop. en 


11. By the way of the fhip, and two Angles of pofition, to find the difPance- 
between the Ship and the Land. 


The way of the Ship may be known as inthe firft Prop. The Angles 

may be obferved either by the Staff, or by a Needle fet on the Staff. 

For example, fuppofe that being at A, I had fight of the Land at B, 

the Ship going Eaft Northeaft from A toward C, and the Angle of 

the Ships Pofition B AC being 4.3 gr. 20 m. and afrer thatthe Ship 

had made 10 (ent. or two Leagues of way from A unto sr obs 
aes rve 


Sines and Tangentsin Navigation, Bg 


_ I thall find the fame extent co reach inthe Line of Numbers, from goo 


to 33 3, and fuch is the diftance beeween A and B, and it reacheth from 
‘43 gr.20 m. unto 27 inthe Line of N 
‘from Deo B. 


~ 


“ago whe wfe of the Lin of 
ferved again, and found the fecond Angle of the Ships PofitionB DC 


~~ 


to be 58 deg. or the inward Angle BD A, tobe 112 deg. chen may I 
find the third Angle ABD, tobe 14d 


eg. 40m, Gither by Subtraction, 
_ or by Complement unto 180 gr. | 


a 


5 


BHOA GERBER ome 


\ 
ee 
* 
g® 
et 
at 
os 
aoe 
pane 
cuenneneeess 


¢GSEE08 Se eoscoe 


4 
a 


i) 


‘In this and the like cafes,1 havea right Line Triangle, in which there | 
is one fide and three Angles known, and it is re 


quired ¢o find the other 
‘wo fides, and the Canon for it is this ; . ie | 
As the Sine of an Angle oppofire to the known fide, ei 
isto that known fide : 
“So the Sine of the Angle oppofite to the lide required, 
is to the fide required. | 


Wherefore I extend the Compaffes froin 14 gr. 40m. inthe Sines, 
‘to rointhe Line of Numbers, and this.extent doth reach from 58 gr 


umberss and fuch isthe diftance 
Thefe two diftances being known, I may fet out the band npod ag 
fires: | Charts 


oe 


| 


i 
I 


| 
| 
| 
| 
| 
\ 


See a 
a 


- 


Point B, thall here refemble the Land required, 


12, By knowing the diftance between two places on the Land, and how they - 
bear one from the other, and having the Angles of Pofition at the Ship, . 


 tofind the diftance between the Ship and the Land. 


If ig may be conveniently, let the Angle of Pofition be obferved 


at uch time as the Ship cometh tobe right over againft one of the 
| pecs! Asif the places be Eaft and Weft, feekto bringone of them — 


outh or North from you, and then.obferve the Angle of Pofition, fo 


fhall you have a right Line Triangle, with one fide and three Angies, . 
whereby to find the two other fides. Firit, you have the Angle : 


or Pofition at’ the Ship, then a right Angle at the place that is over 


_ againft you, and the third Angle at che other placeis the Complement 
tothe Angle of Pofition. Wherefore, 


As the Sine of the Angle of Pofition, 
is to the diftance betweenthe two places: - 
-Sothe Co-fine of the Angle of Pofition, . ) | 
cothe diftance between the Ship and che nearer place.» 
And fo is the Sine of 90 gr. 
tothe diftance from the Ship to the farther place: . 


and the Angle of Pofition 29 gr. the nearer diftance willbe. found 


about.72 Cent.and the further diftance about 31 Cent. 
Or howfoever the Angle of Pofition were obferved, the diftance ~ 
between the Ship and the Land may be found generally as in this - 
example: - aM brid: : 

~. Suppofe A and D were two head Lands knownto be Eaft Northeaft, . 
and Weft Southwelft, 10 Cent. or two Leagues one fromthe other ; 


and that the Ship being at B, I obferved che Angle of the Ships Poli- 
tionD B A, and found itto be 14 gr. 40m, and that D did bear 9 gr. 
30 mand A 24.97. 10%. from the Meridian BS, thisexample would 
belike the former. For if the Angle SBD be ogr. 30m. fromthe 
South to the Weftward, then fhall NDB be ogr. 30 m. Hee ihe 
" ort 


Sines and Tangents in Navigation. - 20t 
| Chart. For having fet down the way of the Ship, from Ato D, by 
that which I fhewed before in the ufe.of the Meridian Line, I may by 
the fame reafon fet off the diftance A B and D B,which meeting in the. 


Sothe places being 1§ Cent. or three Leagues one from the other,” . 


452 0—st«*«s He aft of the Limes of 


-Northtothe Eatward. Take thefe 9 gr.30 ws,out of che Angle N D E, 


‘ pei : 
a 
a 


v 
= 
sy 
ite 
. 


which is 67 gr. 30 m. becaufe the two head Lands lie Eaft Northeaft, ; 


and there will remain 58 gr. for the Angle B DE, and the inward An: 
eleB D Aoutof 180gr. Take thefe two Angles ABD and BDA 
outof 180 gr. and there will remain 43 gr, 20m. for the third Angle 
“BAD. Wherefore here alfo arethree Angles and one fide, by which 
L.may find the ewoother fides, as ia the laft Prop. 
- Thefe Propofitions thus wrought by the Sraft, are fuch as I thoughe 


to beufeful for Sea-men, and chofe that are skilful may apply the ex- 


ample to many others. Thofe that begio, and are willing to practice, 
may bufie chemfelves with this which followeth. 

Suppofe four Ports, L,N,O,P, of which L is in the Latitude of 
so gre N is North from L 200 Leagues or 1000 (ent. O Welt from 
L roo Cent. and P Weft from N 1000 Cene. fo that L and O will be 
in the fame Latitude of 50 gr..N and P both in the Latitude of 60 gre 
Then let two Ships depart from L, che one to touch at O, she other at 
N, and then both to meet at P, thereto Lade, and from thence tore: 


diffs Long:2%0 


i 
Pee eis eesegese0nned 9 ppamhageeneGs tavacea aN 60-0 
3 too Leas. ie 
: Oe: é NG ot | 7 J 
° QO". ¥ ww doe B 
4 x “~ : 
Wet te Ri at 
: POX", 0. o% VION a7 
ne 3 QO” @- 25° of G os 
tad os ov e° ‘ @ y,* os ve 6 
= a4 i 
aA Qo * tv" we 5 
, H % 0 oe, : ; 
as . -\9 “ *, in Se ie 
: : “A te, ; i 
Zio | ° “as. Mes a 
: Ko) : a x '@) ; ry Ss a 2, 
LZ: oy Y | | 4 " a te 1 
4 dif. Long: , S33 sg es 00 ; 
zoo) 6Lea: | 
f cura 


| 
% 


ies is 
turn the neareft way unto L. Here many queftions may be -pro- 


— —" 


| not be the fame Longitude? —~ 


js eee ee oy ee PT le eR RT hE OS LT ere Sheer yy 
i’ ee is ; . 
e : ; 3 


Sines aud Tangentsin Navigatim: == 193 
pofed: | | 
I. What is the Longitude of the Pore at O from L? ; 

2. What isthe Longitude of P from N? And why O and P fhould 


3. What isthe Rumb from O unto P ? , 7 
4. Whatisthe diftance from O unto P? And why the way fhou'd 


| be more from L unto P, going by O, then by N? 


— — or - sove 


5, What isthe Rumb from PuntoL 2 

6, Whar is the diftance from P unto L ? 

| 7. What is the Rumbd from N unto O ? , 

| ~8. What is the diftance from Nunto O? And why it fhould not be 


the like Rumb and diftance from N unto O,as from P unto L? 
 & Thefe queftions well confidered, and either refolved by the Staff,or 
| pricked down onthe Chart, and compared with the Globe and the 
->commonSea-chart, fhall give {ome light tothe direction of a courfe, 


and reduétion of places to their due Longitude, which are now fully 


- deftorted inthe common Sea-charts, 


Here follows all the ufual Problems of failing, according to Aferca- 
tor, which are refolved Arithmetically by the Table of Logarithm 
Tangents, without the Table of Meridional parts, and may alfobe 
performed Geometrically, by the Fangent Line upon the Crofs-ftaft if 
it be Jarge. ) 
_ Firft, we are to know that the Logarithm Tangents from 45 gr.oo m. 
‘upwards, do increafe in the fame manner, that the Secants added toge- 


ther do, if we aecount every half degree above 45 gr. oo m, tobe 


‘one whole degree of CMercators Meridional Line ; and fo the Table 
of Logarithm Tangents, is a Table of Meridional parts, to every 


two minutes of the Meridian Line, leaving out che Radius in every 


| The manner of making ufe of itthus, (as it is fhall more plainly ~ 
appear in the Examples of the following Problems ) becaufe the Ta- 
bles begin at 45 gr. 00 m. and that every 30 m. isforawhole degree, 
when one, or both Latitudes are’ given in any queftions, take the 3 of 
leach Latitude, and add 45 gr. oom. to each of them, and take the 
Tangent of the fum ef each, tor the equal parts of the Latitudes given 
Cnegleétingthe Radius as beforefaid ) then fubtraét the leffer fum of 
equal parts from che greater, and the remainer divide by the Tangent 
ot 45, 30, the Radius negleéted, the Quotient fhall be the equal or 
. Qa | Equinoétial 


| 


294 The vue nfe of Mescators Charts EC 
Equinoétial degrees contained between the cwoLatitudes,or elfe mulei- 
ply the forefaid remainer by 10,and divide it by the half ofthe forefaid 
Tangent of 45 gr.30 m. and the Quotient fhall be the equal or Equi- — 
noétial Leagues contained between the two Latitudes. 


Example. 


‘y Erone Laticnde be 45 gr. 30”. the 4 is 22 97. 45 on nto which » 
Leas 45 gr. 00m. the {um is 67 gr. 45 m. the Tangent above rhe 
Radius is 3 881591. ter che other Latitude be 40. gr. 00 m the $ is 
20gr, OO m. Unto which add 45 gre OO”. the fum 1s65,gr, OO. the 
Tangent above the Radius is 3313275 which fubtracted from the 
former, the remainder is 56831: which being divided by 75803 the — 
Tangent of 45gr. 307. above the Radius, the Quotient is7 gre 497 — 
parts, the Equinoctial cegrecs contained between the cwo Lacitudes, — 
or elfe multéply the remainder or difference 568316 by 1o and divide — 
itby 37901, the 4 of the Tangent of 45 gr. 30m. above the Radius, 
and the Quotient is 149 Lea. 94 parts, the equal or Equinogtial — 
Leagues contained berween the two Latitudes, andthe like of any 
other. 4 


PROBL. I. 


T he courfe and diftance that the Ship hath ven or (ailed, being given, 

to find the trve place or point where the Ship % in Mercators 

Charts | | if 

- , 

“Daita Ship fail SS E 4 E128 Leagues from Latitude 4s gr. 30 me 

f North Laticude, that 1s from A to EB, according «o the plain Sear 

chart, I demand the crue place or point chat the Ship is at, accordingto 

cMercators Chart. | 
Before chis queftion can be refolved, we muft find what Latitude the 

Ship isin, which is thus found : 7 uf 

As the Radius is to the Sme of the Complement of the courfe © 

59 deg. 04m. SOI E A the diftance vpon thecourfe 128, to A Dehe 

true difference of Latitudein Leaguss, which is 110, Thisbeing con 

- werted intodeg. and min. is S$deg, 30%, and‘becaufe the Latitude de- 

creafeth, or the Pole is depreffed, we fubtract it from 45d. 30 ™ 

and the remainder is 40 deg. 00m. the Latitude the Ship is in, thas 4 

al 


: The true ufe of MERALOIS Charés = 2S 


| at E, according to the plain Sea-chart, or at C according to Mercator : 
butbefore we can find the point C, we muft find the diftance of the 
point B in the Meridian Line from A: the manner how to do it is fhew- 
_ edinthe Example before this Problem, and it is there found to be 150 
Leagues near. Now the point C, the true place of the Shipin Aercae 


_ tors Chart may be found two feveral ways. 


aay 
| a 
le ; rs 
wis GN 
Uy i ee 
S: € 
\ , ie o% 
| RS x 
| © = 
| A i saat 
| pat % oi 4 
| DD iesensccrcnsncccesscocee sees sat EZ 4.0 = © ‘o} 
a cilia oN ead 
Bi. evecrssee onuecse ‘evegpyodargsevcouers G5 HODDOvaTEDESD Ke c Q= 
“99 Lea: 40-00 


 Firft, As D A the true diftance of Latitude 110, isto AE the true 
_ diftance run upon the courfe, fo is BA the difference of Latitude en- 

larged 150, to AC 174}, the enlarged diftance, which being laid off 
~ ppon the Line of che courfe, gives the point C, the true place of the 
_ Ship in Mercators Chart. 
[ Qq 2, Here 


t. Pe re ks ya ee 
5 - CATs 
+ 


296 ee nr ale of Mercators Chart. 


Here we may take notice, that the rue point of any place, according — 
to the plain Sea-chart, or according to Mdercators Chart, is always upon 


one and the fame riphe Line of the:courfe. 


‘Secondly, As the Radius is to che Tangent of the Courfe 30 4.56 m. 


fo is A B the difference of Latitude enlarged 130,to BC go the diffe- 
rence of Longitude,which being laid off upon the Perpendicular BC, 


gives the point C, the true place of the Ship in AZercators Chart. 
PROBL, IL I 
The cosr{e that the Ship hath failed on, and both Latitudes being known, 


to find the true place or point that the Ship w on in Mercators Chart, 


and the true diftance that the Ship hath failed. 


q\Uppofe a Ship to fail SSE% E from che Latitude of 45 deg. 30m. : 


‘until it be inthe Laticude of 40 deg. 00 m. that is from Ato E, ace 
cording to the plain Sea-chart,or from Ato C,according to Mercators 
‘Chart. 

Firft, We muft find the difference of Latitude enlarged, as is be- 
fore direGed, which is A B 150 Leagues, 


a, Asche Radius is tothe Tangent of the Courfe, 30 deg.:56 m. fo , 
is AB 150, toBC ogo, which laid off upon the Perpendicular BC, © 
gives C che true place or point, which the Ship is on intMercators 


‘Chare, | ¥ 


2, Asthe Sine Complement of the Courfe 59 deg. o4 m. is tothe, - 
Aadius, fois D Athe true difference of Latitude 110,to AE the true — 


diftance run upon the Courfe 128. 


PROBL. IIL. 


Both Latitudes given, and the diftanceran upon the Courfe, to find the | 


~ 


point or place that the Ship 13 on in Mercators Chart, and the conrfe Al 


or point of the Compas that the Ship bath failed on. 
sul ie a’Ship-to fail 138 Leagues, between South and. Eaft,from A 


inthe Latitude of 45 deg. 30 #2. and at the end of her diftance, it 


ibe inthe Laticude of 40 deg. com. 
Firft, Find the difference.of Latitude enlarged,asis before directecs 
which is AB 150, ; 
; LAs 


| The true ufe of Mercators Chart. 297 
__ 1.AsDAT1io, the true difference of Latitude, is to AE 128the 
| true diftancérun, fois B A1so thedifference of Latitude enlarged, 
toAC 174 2; the diftance enlarged, which laidoff upon the Line AE, 
_ from A to C it fhall be the true point or place that the Ship is onin 
| Mercators Proje&ion. - ert oe 

_ 2, AsAE 128, che true diftance run, isto A Dio, the true diffe- 
-renceof Latitude, fo is the Radius to the Sine of the Complement of - 
the courfe 59 deg. 047. which Complement 59 deg. 04 ms. fubtra& 
outof go deg, 00 m, and the remainder is 30 deg.056 m.the courfe,and 

| being itis becween South and Eaft, itisSS E 3 Bafterly. 


es PROBL. IV. 


| Both Latitudes, and the departure or diftance of the Meridian yo4 are 
| — apon, and the Meridian you began your conr{e on, to find the point or 
| place where you are in Mercators Chart, alfe the courfe that you 
| have made good, and the diftance that you have run frou the place, 
where you began your cour fee , 


| His Problem is chiefly ufeful for the Navigator, when he hath caft - 
_ HL up histraverfe. AdmitaShipto{ail upon the Southeaft quarter of 
the Compafs, from Latitude 45 deg, 3.0 ms; unto Latitude 40 deg. 00 m, 
and the departure from the Meridian ic went from, be 65 2, Leagues. 
| Firft, Find the difference of Latitude enlarged, as is before directed 
150 Leagues. | 
4. AsAD rrothetrue difference of Latitude, isto DE 65 2,the 
departure from che Meridian, fo is A B 150, the difterence of Lati- 
‘ude enlarged, to BC 90 Leagues, the diference of Long tude,which - 
laid off upon the Perpendicular B C, from B to€ fhall be the point or 
—dlacein Adercators Chart, where the Ship is. 
_ 2, As AD irothetruedifterence of Latitude, isto DE 65 £,the 
Jeparture from che Meridian, fo is the Radius to the Tangent of che 
sourfe 30 4, 5 6 m. thatis two points 3 from the Southto the Eaftward, 
hatisSS E4% E the courfe that the Ship hath kepr. | 
_ 3. Asthe Sine of the courfe 30deg. 56 m. is tothe Radius, fo is 
DE 6s +, the departure from the Meridian, co£ A 128 the diftance 
un, 


PROBL: 


i oa a 


298 «= sis he tre wfeof Met@ators Charte 


PROBL. V. 


Buth Latitudes being given, and the difference of Longitude, to find the 
diftance the Ship hath kept, and the diftance it hath ran. a 
Dmit a Ship to be at A in North Latitude 45 deg. 30 m, and to fail 
~ MSoutheaftwards, untill ic be at Ein Latitude 40 deg. OO m. accord- 
ing to the plain Chart, and the point C be the place in AZercators 
Chart where the Ship is, and the difference of Longitude be B C90 
Leagues. | 
: Fictt, Find the difference of Latitude enlarged, as is before directed 
150 Leagues. } 
“1, AsAB rgothe difference of Latitude enlarged, is to BC 90,0 
is the Radiusto the Tangent of che courfe, 30deg, 56. which istwo » 
points thatisSSEZE. | 
2. Asthe Sine Complement of che courfe 59 deg.o4 m. istothe Ra- | 
dius, fo is DA 110 the true difference of Latitude, to A Ethetrue : 
diftance run128. } 


} 


PROBL, VI. 


‘One Latitude, with the courfe, and the difference of Longitude given, to 
find the other Latitudes and the diftance run. o 


gn Uppofe aShip to be inthe Latitude of 45 deg. 30%, North Latia 
Sak andto failSSE4E ( until the difference of Longitude be: 
-90 Leagues ) that is from Ato C, which is the pointor place of the 

Ship in AMdercators Chart. Bt 


1. Asthe Radius is tothe Tangent Complement of the courfe 59 4. 
‘04m. fo isC B the difference of Longitude 90, to AB1so the diffe- 
rence of the Latitude enlarged, by which multiply 37901 the ¢ of che 
Tangent of 45 deg. 30 m above the Radius, and divide theProdu& 
by 10, and the Quotientiss68515. Thentake the Latitude given, 


the 3 of 45 deg. 30m. which is 22 deg. 45 m. unto which add 45 deg, 


‘oo wm, the fum is 67 deg. 4.5m. then feek the Tangent of 67 deg. 45 mm 
above the Radius, which is 3881591, and fubtra@& the former Quo- 


tient 568515 from it, and the remainer is 3313076, which feek inthe 


Tangent, and you fhall find it at 65 deg. oom. from which fubtract 
i 45 eg. 


yy 


The defeription of the Bow. ap. 


"45 deg, 00 m, the remainer is 20 deg. 00 m. which being doubled, is 


4.0 deg, oo m. the Latitude required. Here we are to note, that if che 
Latitude had increafed, we muft have added the Quotient 568515 to 
the Tangent of 67 deg. 45 m. and fo fought the fum in the Tangents, 
to have found the Latitude required. . 

2. Asthe Sine of the Complement of the courfe 59 deg. 04m. Isto 
the Radins, fo is D A che crue difference of Latitude 110, to-A E, the 
true diflance run 128. age 
Although Ihave fet down but the proportions and the anfwers to 


each gueftion, they may all be calculated by the Canon, and the Chi- | 


liad of Logarithms in this Book, - 7 


APPENDIX, 


Concerning the defcription and ufe of an Inftrument, made in forms: 
of a Crofs-bow, for the more eafie finding of the Latitude at Sea. 


BT ie former Prop. fuppofe the Laticnde to be known, I will here 
fhew it how ic may be ealily obferved. | 
Uponthe Center A, and Semidiameter AB, defcribe an Ark of a: ° 


S © Tee Keay thy 


ria ladle The defeription of the Bows : 


‘ f . 
6 3 a ¢ at 


CircleS BN. The fame Semidiameter will fet off 60 gr. fromB unto$ ‘ 
for the South ead,and other 60 gr. from B unto N for the North end 
of the Bow: fo the whole Bow will contain 120 gr. the chird part of a 

Circle. Let ic therefore be divided into fo many degrees, and each 
degree fubdivided into fix parts,that each part may be ten minutes: bug 
lee the numbers fet to itbe 5,10, 15, unto 90gr. and then again 5,10, 

TS, unto 25, thats 5 may fallin che middle, as in this Figure. : 

The Bow being thus divided and numbred, you may fee the months 
and days of each month upon the back, and fuch ftars as are fic for ob-. 
fervation upon the {ide of the Bow. | 

If you defire to make ufe of it in North Latitude, you may number 
23 £r. 30 m, from 90 towards the end of the Bow at N, and there place 
the centh day of Pane, And 23 gr. 30m. from ge towards S; and 
there at 66gr. 30 ms. place the tenth day of December. And tothe 
reft of the days of the year, according tothe declination of the Sun 
‘atthe fame days. 


The {tars may be placed in like manner according to their Declina- 
tions, to the year 1670, ; 


Ar&urus 20 gr, 57 me | : 

The Bulls Eye Ig +47 

The Lions Heart IDs alg2 

The Vultures Heart 8 8 Mm 

The little Dog 6 o from go toward: the - 
North end of the Bow at N. Then for Southern ftars, you may number — 


their declination from 90 toward the South end of the Bow atS. As | 
firft che chree Scars in Orions Girdle, 


te Orta RF irht at O gr. 37 m. ‘| 
Girdle the, Pica eee 7 
Third 2 


? 
The Hydra’shearte 9 16 


The Virgins Spike 9 24 

The great Dog 16 9 

Aquaries Leg PF 0.633 

The Whales Tail 19. 48 

The Scorpions Heart’ 25 37 | 

Fomahant 30 16 And fo che South crown, 
the Triangle, the Clouds, the Crofiers, or what other Stars you think | 

fi for che obfervatior, This I call the forefide of the Bow. 4 

3 If 


| 


- —— es 
as Pe 


eS t 
b; ae 


Fi seriptinef a bed Bows 


| Mee If you defire ta Hake ufe of i¢in South Latitude, you may turn the 
‘Bow, and divide the back fide of it, and number it in like manner, 
and then put on the months and days of the year, placing the tenthof — 
“December at the Sourh end,and thetenth of Jase coward the middle of — 
hic Bow, and the reft of the days according co the Suns declination as — 
efore. , 


ioe iF 


jor 


The chiefeft of the Northera Stars may here be placed ia like 


The Pole Star at 


The firft Guard 


The fecond Guard 
The great Bears back 
In the great Pe Ai d 
Bears Tail Third 
The fide of Perfeus 
The Goat 
The Tail of the Swan 
The Head of Medufa 
The Harp 

Caftor 

Pollux 

The North-Crown 
The Rams Head’ 
Arcturus 

The Bulls Eye 

The Lions Heart 
The Vultures-Heart 
Orions right Shoulder 
Orions left Shoulder 


_ manner, according to their declination, Asno 1670. 


2 32m, 


34 


| And fo sny other Star whofe declination is ; knowa unto yOu 5 
. wit being done. Theufe of this Bow may be, 

i 1. The day of the month being known,to find the declination of the San, 
| 2. The declination being given, to find the day of the month. 


_Thefe two per depend onthe making of the Bow. If theday be © 
Re known, 


ek eas a eg 


DA - 
oe ga 


oe ata 
age ore poe ei Z 


AE 


be 


302  . pheufe of the Bow 


+. Pe oe 


known, look irout in the back of the Bow: fo the declination will ap-_ 
pear inthe fide. Or if the declination be known, the day ofthe month _ 
is fer over againft it. As if the day of the month wére the 14 of July, 
Jock for this day in the back of the Bow, and you fhall find it over — 
apainft 20 gr. of North declination. If che declination given be 20gr. 
tothe Southward, you fhall find the day to be either the eleventh of 

Nevember or the eleventh of January. ) ae 


3. To find the Altitude of the Sun, or Stars. 


Here it is fit to have two running fights which may be eafly moved — 
onthe back of the Bow. The upper fight may be fet either to 60 gr. OF 
t0 70 gr.or to 86 gr. as you fhall find to be moft convenient: the other” 
fight may be fet on to any place between the middle andthe other end © 


of the Bow. Thenwith the one hand hold che Center of che Bow ta: 


your eye, fo as you may fee che Sun or Star by the upright fight, and 
with the other hand move the lower fight up or down until you have — 
brought ene of the ecges of it, to beeven with the Horizon Cas when — 
you obferve with the Crofs-ftaft) fo the degrees contained between — 
chat edge and the upper fight, fhall fhew the Altitude required. ‘a 

Thus ifthe upper tight fhali be at 80 gr.and the lower light at 50 gre | 
the Alcitude required is 30 gr. . J ai 


4. To find any North Latitude, by the Meridian Altitude of the Sun ata 
“forward obfervation,knowing either the day of the month, or the decll. 
nation of the San, a 

ies 

‘As oftas you are to obferve in North Latitude, place both the fights 
‘on the forefide of the Bow, the upper fight atthe Declination of che | 
Sun, or the day of the month at the North end, and lower fight coward — 
the South end. Then when the San comethto the Meridian, turn your 
face to the South, and with the one hand hold che Center of the Bow co 
your Eye, fo as you may fee the Sun by the upper fight; with the other 
hand move the lower fight, until you have brought one of the edges of | 
it to be even with the Horizon: fothatedge of the lower fight thall 
thew the Laritude of the place in the fore-fide of the Bow. a | 
Thus being in North Latitude upon the ninth of October : if I fet 
the upper fight to this day, at the fore-fide and North end of the Bow, | 
1 thall find it to fall to the Southward of g@ upon 8ogr. and therefore | 
rs 


— 


st 


| 
| 
| 


day of September, the formoft guard at 75 gr. 45 m. the hindmoft gu 


at 73 gr. 25 m.and the reit ac 
tioned, fo the go deg. fhall reprefent the North Pole of the ae 


50 gr. 
| 50gr.h 


the Northward may be placed either on the backfi 


2k ae ia me ce Setic te OC ‘G 
Fay a Soe ed ta So Lat ae * roe eee Pal sa 
Bs + yy a Ne ath Sad aoa 


| ig finding the Latitades oo gas 


E at 10 gr. of. South declination. Then the Sun coming to the Meridian, [ 
may ier the Center of the Bow to mire eye, as if I went to find che Al- 


tirude of the Sun, holdingthe North end of che Bow upward,with the 


upper fight between mine eye and the Sun, and moving the lower fight, 
until it come to be even with the horizon. Ifhere the fower fight fhall 


ftay at 50 gr.. I may wellfay, that the Latitude is 90 gr. For the Me- 


| ridian Aleicude of theSunis 30 gr. by the third Prop. and the Sun ha-_ 


ving 10 gr. of South declination, the Meridian Altitude of the Equa- 


- tor would be 40 gr. and therefore the obfervation was made in 50 gr. of 


North Latitude. 
| By the fame reafon, if the lower fide had ftayed at 51gv. 90 ms. the 


Latitude muft have been 51 gre 30 m. and fo inthe reft. 


5. Te fiod any North Latitude, by the Meridian Altitude of the Stars to 
the Sonthward. 


fetto the Star, which you intend to obferve, 
deof the Bow. Then hold the North end of 
the Bow upward, and turning your faceto the South, obferve the Me- 
ridian Altitude as before: fothe lower fighs hall thew the Latitude 
of the place in the fore- fide of the Bows — 

Thusif in obferving the Meridian Altitude of the great Dog -ftar, 
the lower fight fhallftay at 5927. it would thew the.Latitude to be 
For this Star being here placed at 73 gr. 48 m. if wetake thence 
‘s Meridian Altitude would be 23 gr. 48 ws. to this if we add 
e South declination or this Star, it would thew the 


Let the upper fight be 
here placed in the fore-fi 


10 or. 12m. forth 


Meridian Altitude of the Equater to be 40 gr. and therefore the Lati- 
tude to be 50 gr. 


6. Tofind any North Latitade, by the Meridian Altitude of the Stars to 
the Northward. . 


If the Bow be intended only for North Latitude it may fuffice to 


have the degrees divided only onthe fore-fide, and then the Stars to 
deor the infide of 


the Bow by thefe degrees: the Pole-flar at 87 gr. 20m. near che 20. 
ard 


cording to their declinations before mess 
Rr 2 hen 


. 


y 


304 i eke The ufe of the Bow - NOS Sa 


_ of the Star when he cometh to be in the Meridian, and under the Poles - 


— of che Bow, 


t an, 


we 


“When any of thefe ftars come to be inthe Meridian, and under th “ 


Pole, fectheupper fight torhat Star, hold the North end of. the Bow. 


upward, and turning your fsceto the North, obferve his Altitude as 
before; forthe degrees contained between the 90 degrees and the lower py 
fight, thal thew rhe Alricude of the Pole. Lat a 
Thus the former guard coming to be inthe Meridian,under the Pole, 
if you obferve and find the lower fight ro ftay at 40 or, the Elevation — 
of the Pole is 50 gr. according tothe diftance between 40 andgo, s 
If you would obferve any of thefe Scars, ac fuch time as they come — 
to be inthe Meridian, and above the Pele, you may place chefe Stars 


‘in the Bow above go gr. the North Scar at 2 gr..40 m. near the fourta — 


day of September,the formok Guard at 14.97.15 m.the bindmoft Guard, | 
at 16 gr. 3§ m. and fuch others as you think firreft,according to their — 
diftance from the Pole: then fetting the upper fight to che place of 
Star above the Pole, the reft of the obfervation willbe the fame as __ 
before. aie , | ry 
But if the Bow be made to ferve at large, both in South and North \ 
Latitude, then thefe Northern Stars.would be let placed onthe back. ~ 
fide of the Bow, by the degrees onthat fide, according tothe Com- 
plement of their declisations, thatthe North Stars may anfwer‘to thea 
North Sun in South Latitude, ia fuch fore asthe Southern Stars didta. 
the South Sun in North Latitude in the former Prop. This being done, 
lecshe upper light be fet to the Star which you intend to obferve, here 
placed on the backfide of che Bow. Then hold tae North end of chely)) 
Bow upward, and turning your face to the North, obferve tke Alticude ; 


fothe lower fight fhall thew the Altitude of the Pole inthe backlide 


im, | 
Thus the former guard coming to be in the Meridian underthe © | 


i | 


Pole, if you obferve and find.the lower. fight to ftay at.9q gr fuchis 
the Elevation of the Pole, and the Laticude of the place to the North-_ 

ward. For the diftance beeween the two fights will fhewthe Altitude _ 
tobe 35 gr.45 mm, and the Star is 14 gr. 15 m. diftane from the North — 
Role. Tneferwodo makeup sogr. for the Elevation of the North. 
Pole, and therefore fuch is the North Laticnie. ie | 


| 
| 


a f | 


in finding the Latitude, | e : " 


9. To find any Sonth Latitude, by the Meridian Altitude of the Sun at a 
forward obfervation, knowing either the. day of the month, or the 
declination of the Sun. . : 


| When you are come into South Latitude, turn both your fights to the 
| back fide of the Bow: the upper fight to the declination of the Sunjor 
the day of the month at che South end, and the lower fight coward the — 
| North end of the Bow. Then theSun coming to the Meridian, turn 
- your face tothe North, and holding the Southend of the Bow upward, 
 obferve the Meridian A'titude as before : fothe lower fight fhall-fhew 
| the Latitude of the place in the backlide of the Bow. 

| Thus being in Souelr Latitude, upon the tenth of 4227, if you obferve | 
and find the lower fight co {tay at 30 gr. on the backfide ‘of the Bow, 
| fachisthe Latitude. For the declination is 20 gr. Northward, the Al- 

| titnde of che Sun between the two fights 40gr. the Altitude of the 

| Equator 60 gr. and therefore the Latitude 30 gr. 3 


l i 8.70 find any South Latitude by the Meridian Altitude of the Starste - 
|. the Northward. ; 


| Lettheupper fight be fet tothe Scar which yau intend to obferve, 
here placed on the backfide of the Bow. Then hold the South end of 
the Bow upward, and turning your face tothe North, obferve the Me» 
| ridian Altitude as before : fo che lower fight thall fhew che Laticude of 
\the place inthe back fide of the Bow. | 

Thus being in South Latitude, and the former guard coming to be in 
the Meridian overthe Pole. If you obferve, and find che lower light to 
| ftay et 5 gr. fuch isthe Latitude. For the Star is I4.gr, 15 m. from the 
North Pole, the Altitude of the Star between the two fights ogr.t5 m. 
the North Pole deprefled § gr. and therefore the Latitudes grtothe . 
—Southward. 


| 9, Toobferve the Altitude of the Sun by the Bew,or with an Aftrolabe. - 


_ Here itis fit to have athird fighe ( like co the Horizontal fight be- - 
fonging tothe ftaff ) which may be fet to the Cenrer of the Bow. 
If the Sun be near to the Zenith, bold the Bow as when you obferve 
with the Affrolabe, fo asthe Center being downward the Line AB . 
a | may. , 


506 ay The wife of the Bove Pee 

may be vertical, and the Line S N Parallel co ye Horizon, rhe funn: ‘ 
ing one end of the Bow toward the Sun, you may move one of the 
‘fights on the back of the Bow, until the fhadow thereof fall on the — 
- middle of the Horizontal fight, fo the degrees contained between the 
Vertical A B, and that upper fight fhall thew the diftance of the Sun 
fromthe Zenith. 

If the Sun be nearer to the Horizon, you may hold he Bow fo as 

the Line SN may be Vertical, and the Line A B Parallel co the Hori- 
zon, then obferving, as before, the degrees contained between the 


Line AB, andthe ppper fight, hall fhew the Alshude of the Sun 
-above the Horizon. ‘ 


10, To find a South Latitude by the Meridian Altitude of the Stars tothe i: 
Sonthward. 


Lec the upper fight be fet to the Star which you intend to obferve, 
which might be here placed on the foots fide of the Bow by the Coma : 
plement of their declinations, if we knew the true place of fuchas | 
are near _to the South Pole. 

Then hold the Southend of the Bow upward, and turning your face. . 
co the South, obferve the Altitude when he cometh to bein 1the Meri- 
dian, and under the Role, fo the lower fight hall fhew the Altitude of | 
the Poleinthe forefide of the Bow. | 


| 
It. To obfervethe Altitude of the Sun backward. a 


Set the upper fight either to 60, or 70, Or 80 gr. as you thal! find 
to be moft convenient, the lower light on any place between the mid- 
dle and the other end of the Bow, asd have an Horfz yntai fighe to be 
fer tothe Center. Then may you turn your back to the Sun, “and chen 
back of the Bow toward your felf, lookirig by the lower fizht through | 
_ the Hor‘zontal fight, and moving the lower Gght up and i down until: | 

ghe upper fight do cafta fhadow upon the middle of tke Hor-zontal) 
fights: fothe degree, contained between the two fights oa the Bom 
thal! give che Aleicude required. | 

Thus ifthe upper Gghe fhall be at $0 gv.and the lower fight at « sogre | 
the Alcitude required 1s 3 Ogr.as inthe tl third Prop. 

QO: if you eurnche other end af the Bow amends and fet the upper’ 


fight to the beginning of the Quadrant, and then obferve as belt 
she lower fight will fhew the Alucudce 


12 


+ 12670 find any North Latitude by the Meridian Altitude of the Sup at 
| aback obfervation, knowing etther the day of the month, or ehe de- 
clination of the Sus. ; 


6 
: 
ie 
| 8 


= Sar bs 


Place your three fights as before onthe fore-fide of the Bow: the 
upper fight to the declination of the Sun, orto the day of the month, 
at the North end ; the lower fight toward the South end of the Bow; 


and the Horizontal fight to the Center. Thenthe Sun coming tothe | 


Meridian, turn your face tothe North, and holding the North end 
of the Bow upward, the South end downwards, with the back of it 


“toward your felf, obferve the thadow of the upper fightas in the for- 


mer part of the fifth Propofition, fo the lower fight fhall fhew the Lati- 
tude of the place inthe torefide of the Bow. 


Thus being in North Latieude upon the ninth of Odfober, if you: 
obferve and find the lower fight to ftay at so gr. on the forefide of 


| the Bow, fuch is the Latitude. For the declination is 19 gr. South-. 
ward, and the Altitude of the Sun between the two fights 30 gr. the . 
| Altitude of the Equator 40 gr. and therefore the Laticude 50 gr.as in. 


the fixch Prop. 
13.70 find any South Latitude by the Meridian Altitude of the Sun at 
aback obfervation, knowing either the day of the month, or the de- 


clination of the Sun. 


When you obferve in South Latitude, place your three fights on. 


| the back fdecf the Bow: theupper fight tothe declination of the 
“Sun, or the day of the month atthe Southend; the lower fightto- 
-wardthe North endof the Bow, andthe Horizontal fight tothe Cen- 
ter. Then the Sun coming tothe Meridian, turn your face to the. 
South, and holding the South end of the Bow upward, with the back 


of it toward your felf, obferve the fhadow of the upper fight as be-. 


- fore: fo the lower fight fhall thew the Latitude of the place in the 


| back fide of the Bow. . 


een ws =: eee sees 


Thus being in the South Latitude upon the tenthof Afay, if you 
obferve and find the lower fight to ftay at 30 gr. onthe back of the. 
Bow, fuch is the Altitude of the Sun between the two fights 40 gr. the: 
Altitude of che Equator 60 gr, and therefore the Latitude 307. asin 
the feventh Prop. : 14,70, 


“a finding the Altitude, — ty. 


ey le aE 


Place your three fights according to your Latitude: the Horizontal ‘i 
- fight cothe Center, che lower fight tothe Letitude, and upper fight 
- among the months. -Then when the Stin cometh tothe Meridian, ob- 


_ oblerving find the Altitude of the Sun between that and the upper 


_ then if you find che upper fight uponthe tenth of O&ober, and the eles 
— venth of February, the queftion will be fcon refolved. _ 


_ lower fight, and the Scar by the upper fight, thea will the upper fight i" 


_ >For by this obfervation che diftance of this S-er from the South Pole 


RB re Va ree, 7. La J . 


ge0 ieee she Bo 


14.76 find the day of the monthyby kaowing the Latitude of the place, and = 
obferving the Meridian Altitude of theSun, = 


ferve the Altitude, looking by the lower fight through the Horizon- — 
tal, and keeping the lower fight ftill at the Latitude, but moving the — 
upper fight until i: give fhadow upon the middle of che Horizontal — 
fight: fotheupper fight fhall fhewthe day of the month required. "7 

Thus in our Latitude if you fee the lower fighe to 51 gr. 30m. and 


fight to be 28 gre 30m. this upper fighe will fall upon the ninth of a 
Oéteber, and thetwelfth of February. And if yet you donbe which of aa 
them two is the day, you may expeét another Meridian Alticude 5 and 


15 To find the declination of any unknown Star, and fo to place it on the 
Bow, knowing the Latitude of the place, and obferving the Meridian 
ltisnde of the Star. ee 
When you find a Star in the Meridian chat is fic for obfervation, Ser 
che Center of the Bow to your eye,the lower fight tothe Latitude,and 


move the upper fight up or downunt'l you fee the Horizon by the | 


{tay at the declination and place of the Star. ty 
Thus being in 20 gr. of North Laticude,af you obferve and findthe 
‘Meridian Altitude of the head of the Cofier to be I4gr.5Om., The — 
upper fight will ftay at 34 gr. 50 m. and there may you place this Star. — 


fhould be 34 gr. 50 mand the declination fromthe Equator 53 £71 mae 
And fo for the reft, A | 


The Stars which I mentioned before, do come to the Meridian 1a) 


this order after che firft point of Aries 


° neha 


16.To find any North Latitude on land by obfervation with Thread and | 
Plammet. tie Et 


BBs 
4, 


Set the fight to the day of the month at the forefide and South end _ 


in fading the Latitude. ae $99 


of the Bow; then when the Sun cometh to the Meridian curning the 
North end in your left hand toward the South, foas the faght at che 


Center may fhadow the fight at the day, obferve where thechread fal- 


Jeth, and abate 20 gr, if icfallon 70 gr. the Laticude is sogr. If on 


| 


77 gr. 30 m. in the Laticude is 51 gre 30m. And fo in the reft, 
Ik che Bow had been made only for finding che Latitude on Land I 


_ mighe then have fet fuch numbers so it as needed no allowance. 


| 


17.70 fiad any Sonth Latitude on Land, by obfervation With Thread 
and Plummet. | 


 Setthe fight to the day of the month, atthe backfide and North end 


| ofthe Bow, and when the Sun cometh tothe Meridian, turning the 
| Soith end to your left hand coward the North, obferve asbefore, and 


abate 20 degrees. 


| Or you may fer the fight to the day of the month, at the forefide, 


and North end of the Bow, and fo obferving as before, the Thread will 
fall onthe Complement of the Latitude. 


The right Afcenfion of thefeStars‘is tothe year 1670. 


| Hi. M. A, Mf, 
The Pole Star at Oo 31 | TheLions Heart 9 5° 
The Rams Head 1 48 | ThegreatBearsBack 10 43 
| The Head of Medufa 2 471 Firftingr. BearsTail 12 39 
_ The Side of Perkus 3 00 | The Virgins Spike Ey 
_ The Bulls Eye 4 17 | Secondingr.BearsTail 13 12 
| The Goat 4 §2 | Thirdin gr. BearsTail 13 36 

| Orions Jefe fhoulder 5 07 | Aréturus i4, 02 
POrions the firft 4 § 1§ | The formoft Guard 14 §3 
| Girdle che fecond 5 19 | The North Crown Ig 21 
ibe the chird 3 24 | The hindmoft Guard Ig 27 
Orions right fhoulder 5 37 | Scorpions heart 16 Io 

The great Dog 6 31 | TheHarp e425. 
Caftor 7 13 | Vuleurs heart 19 35 
The little Dog 7 22 | Swans tail DOSER Ce ar $s 
Pollux 7 2§ | Fomahane | 22 38 

oy | | 


_ The Hydra’s Heart 


Sf [ einne 


Fir Guard 
i>econd Guerd 


Right Foor ; | 


ee ee ee ee 


{n the fquare : 
L 


j{n the mid- | 
41 


Le Siee es Tent 4 “: 
Auriga os eros We ete: 
(Head | 234 | sg 15 | 
iL eft thoulder_ i 373 OF LAS 36 
i dircus ¢ ZA ag 
|Righe fhoulder | Shot ih ELE | 
ES eter emeren ° 
Cepheus Gir- — }. 
idle eh Sie 69 vie 
Right thoulder » 316 10:'60 - 24 
“eft fhoulcer | 340 16164 33 : 
dead 329 «644i 56 a3 y 
jRightfoot | 394 551176 252 
Left foot Tie iee See ab te. 


dle of the ArftS 


In the firft 2 


ip the fecond 


| ‘the third 
winding 2 
{After the 


; i 58 


"Fhe End of the ee Book: 
of the Crofs-Staff. 


t 


\T, he right Afcenfian, ‘Declination, and v 


Magnitude of fome principal Fixed Stars 


See CESSES EA SSE a ORR CLL (RAE CERRITOS el ewougeraesy fitness 


The Stars Names, 


The Pole-Star 

The Girdle of Andromeda 

The former Horn of the Ram 
Bright Star in the Ram’s Head 
_ The Whale’s Jaw 

The Head of Afedufa 

The Bull’s Eye 

} The Goat 

The former Shoulder of Orion 
The latter Shoulder of Orion 
The great Dog 

The uppermoft Head of the Twins 
The little Dog 

The lower head of the Twins 
The Crib 

Hydra’ s Heart 

Lion’s Heart 

Lion’s Loins 

Lion’s Tail 

The Virgin’s ‘pig 

Aliot 

Vindemiatrix 

The Virgin's Spike 

Arhurus . 

The Southern Balance 

The Northern Balance 
Inthe Serpent’ s Neck 
The.Scorpion’s Heart 
Hercules Head 

Opbinchus Head 

The Harp 

The Vulture -° 

The upper Horn of the Geat 
Left Hand of Aquarius 

Left Shoulder ot Aquarius 

| Pegafus Mouth 

Right Shoulder of, Aqusrte 
Fomahant 


SS CS ee GE) SED 


Right Decli- 
pices nation. 
it 7 87 i 
12 pee 33 48 
eae 
26 gG} 21 48 
, 4% | 2 ae 
4l 27139 35 
64 Oo | 46 
7% 44] 45 a 
| 76 38 | 4 39 
Bigo eae i" 
97 27416 13 
| co | | 3214.35 
ve Sid a 6 6 
rT. o 4 38 id 
125 444200452 
1397-39217 | 
147 4714133 39 
163 $4] 22 26 
17z 49 Ee 32 
EE 321 § | 
139 36 ie 36 | 
19t Ap | i2z §1 
196 441 9 17 
21209 sé] 2 4 
| rig *§6 1.14 *| 
<8 2m 304 Br 
‘P23! 49). 7 35 
| 242 | 25 34 | 
$254 427,74 §1 
(259 4 F258 
| 76 17 | 38 3 
S293 ~ 2719) Bid 
Fe 2 | 4 
307 Io IQ 43 
318 18 q 2 
321 49} 8 18 
|e 59 | I 58 | 
339 t 23 
341 3 «I | 
3 15 


PLLLLZLY LLLZOZLZ 


ZZLZLZLZLZ 


SS 


. mee Se ee eee Gals, SS 


Magni- 


tude, 


eee 


2 
2 
4 
3 
z 
3 
1 
I 
2 
I 
z 
z 
2 
N 
2 
1 
2 


~ 


Bie Ae. 


THIRD BOOK 


i 


The Ufe of the Lines of Numbers,Sines 
- -and Tangents, forthe drawing of Hour-lines on i 
all forts of Planes. | i 
Here are cen feveral forts of Planes, which take theirdenominati= = —- 
on from thofe Great Circles co which they are Parallels, and ~ 

Ds may fufficiently for-our ufe be reprefented in this one Fanda- 
i mental Diagram, and be known by their Horizontal and Perpendicular ~ 
i a of fuch as know the Latitude of the Place, andthe Circlesof the 
| Sphere. 3 aa 
ij, 1. An Horizontal Plane parallel co the Horizon, here reprefenced by the 
: outward Circle ES W No | LP ey 

2. A Vertical Plane, parallel torhe prime Vertical Circle, which paf- 
| feth through the Zenith, and the Points of Eaft and Weft in the Hori- 
zon, and is right to the Horizon and the Meridian 5 that is, maketh righe 
| Angles withthem both, Thisisreprefented by EZ W. 


aah nagy Oak 


3. A Polar Plane parallel co the Circle of the Hour of 6, which pafleth 
| through ‘the Pole, and che Points of Eaft and Weft, being right to the 
~ Equinodial and che Meridian, but inclining to che Horizon, with an Angle 
‘equal tothe Latitude. Thisis here reprefented by E P W. 
4. An Equinogual Plane parallel co che Equinoétial, which paffeti 
_ through che Points of Eaft and Weft, being right tothe Meridian, but in- 
| clining co che Horizon, with an Angle equal to the Complement of the 
| Latitude. This is here reprefented by E A W. | 
> 5. A Vertical Plane inclining -to the Horizon, parallel to any Great 
| Circle; which paflech chrough che Points of Eaft and Weft, being right 
to the Meridian, bac inclining tothe Horizon, and yer not paffing through. 
the Pole, nor parallel to the Equinottial, This isherereprefented either by ~ oe 
EILW, or EY W,orELW. . ae 


Aaa 6A 


a 


a The Diftinition of Planes; | ii 
: i: 3, 


IN 


6. A Meridian Plane parrltel to the Meridian, the Circle of the Hour 
of 12, which paffech chrough the Zenith, the Pole, and Points of the 
South and North, being right to the Horizon, and the prime Verticals’ 
This is here repretented by § Z'Nz. : 7 t 
7. A Meridian Plane inclining to the Horizon, parallel ‘toany Great 
Circle, which paffech through che Points of Souch-and North, being right 
' ~- to the prime Vertical, but incining-to the Horizom, This is here reprefente — 
ed by.S GiNe. . oa 
3. A Vercical Declining Plane, parallel to any Great Circle, which paf= 
‘eth through the Zenich, being right to the Horizon, but wclining co che 
. . Meridian, This isreprefenced by BZ Dy A | 
+ Eat 


~ 


| 


1 a 
Wy 
i 


| 
| 
| 


! 


“A Deferlpiton of the Fuindundital Disgraws 
9. A Polar Declining Plane, parallel to any Great Circle, which paffec 
through the Pole, being right tothe Equinodtial, but inclining to the Me 


tidian. This is here reprefented by H PQ. | ! 
_ to, A Declining Inclining Plane, parallel to any Great Circle, which 


as righeto none of the former Circles, but declining from the prime Ver 


tical, and inclining both tothe Horizon and the Meridian, and all che 


_ -Hour-circles. This may here be reprefented either by BM D,or BE Dyot 


BK D, orany fuch Great Circle, which paffech neither through the South 


and North, nor Eaft and Welt points, nor throvigh the Zenich, nor che 
[BPole:. eg A Ta oi 


Each of thefe Planes (except the Horizontal.) hath ewo Faces whereon 


Hour-lines may be drawn, and fo there are nineteen Planes in all. The 


Meridian Plane hath one Face to the Eaft, and another to the Weft: The — 


other Vertical Planes have one co the South, and another to the North, 


| 
| 
| 


_ and the reft one to the Zenich, and another to the Nadir: but whatis faid 
_ of the one, may be underftood of the other. 


Todeforibe the Fandamental Dicgrams: 


_. The Defcription of this Diagram is fet down at large in the Ufe of my 
_ Settor, Chap, 3. But for this purpofe it may fuffice, if ichave che Vertical 
| Circle, the Hour-circles, che Equator, and che Tropicks firft drawn in it, - 
_ other Circles may be fupplicd afterwards, as we thall have ufe of them zg 
| And thofe may be readily drawn in this manner. 


Let the outward Circle reprefenting the Horizon be drawn,and. divided 


“into four equal. parts with § N the Meridian and EW the Vertical, and 
each fourth part into 90 gr. That done, laya Ruler to the point S, and 


each Degree in the Quadrant EN, and note the Interfe@tions where the 


Ruler croffeth che Vertical, fo thall the Semidiameter E C be divided into 
‘other 90 gr. and from thence the other Semidiameters may be divided in 
‘the fame fort. Thefe may be numbred with 10, 20, 30, &c. from E toa 
ward C, and for variety with 10, 20, 30, &s. from C toward W. But 
forthe Meridian, the South part would be beft numbred according to the 


Declination from che Equator, and the North part according tothe di« 


-fance from the Po'e. 


_ Then with re{pee unto the Latitude,which here we fuppofe tobe 54 gr. 


30m. open the Compafies unto 38 gr. 30m. from Coward W, an 
_ prick them down in the, Meridian from C unto P, {o this point P fhalf 
it 


eprefenc thePole of the World, and through it maft be drawn all the 
our-circles, 7 Aaaz Having 


~ South pare of the Meridian at 75 gr. from the Zenith, and t 


eee a aa os ame Rad UALR yo oa SY Ee ene Ores Bh: 
&  _- Defeription of the Fundamental Diagram. | 


Meridian a licele without the point S$; and draw chem intoa Circle E PW,, 
which will be the Circle of the Hour of 6% | ) I 
Through this Center of the Hour of 6, draw an occult Line at lenoth- 
parallel to EW, fo this Line hall contain the Centers of all the other 
Hour-circles,. Where the Circle of the Hour of 6 croffeth this occult 
Line, there will be the Centers of the Hour-circles of g and 3: The dix 
ftance between chefe Centers of 9 and 3, will be equal to the Semidiame. 
ters of the Hour-circles of no and 2: and where thefe two Circles of yo. 
and 2 fhallcrofs this occule Line, there will be the Centers for the Houre _ 
circles of rm and 7;and sand a. Again, divide the diftance between the. 
Centers of 10 and 2 intothree equal parts, fo the feet of the Compafles: 


> Having three points E, P, W, find their Center, which will fall in the. 


_willreft in cwo points; the one is the Center of the Hour. circle of 8, and” 


the other the Center of the Hour-circle of 4.; and theextent of che Comes 


_ paffes co one of thefe chird parts fhall be the true Semidiameter of thefe- 


Circles, if there be.no crror committed in the finding of. the other Cen= 
ters, . 

The Hour-circles being thus drawn, take* 51 gr. 30 m.from C toward’ 
W, and prick them down in the South part of the Meridian from C unte- 
A, and bring the third point E A’W into a Circle, chis Circle fo drawn. 
fhall reprefent the Equator. no 

The Tropick of & is 23 gr. 30 m.above the Equator, and 66:gr. 30 mi 
diftant from the Pole, and fo in chis Laticude ic will crofsche South part’ 
of the Meridianat 28 gr. from the Zenith, and the. North part of che Mé- 
ridian at 15 gy. below the Horizon. Take therefore 28 gr. from C toward 
W, and prick chem down inthe Meridian from C unto L, fo have you the ™ 
South Interfe@ion. Then lay the Ruler tothe point E, and 15 gr, in the 
Quadrant NE, numbred from N toward E, and note where it croffeth che | 
Meridian, fo thall you have the Norch Interfeétion. . The half way. bee. 
tween thefe ewo Incerfeions will fallin the Meridian at the point aaa ay. 


_and the Circle drawn on the Center a, and Semidiameter a L, thall repre: 


fent the Tropick of &, and herecrofs the Horizon before 4 in the morne 
ing, and after 8.in the evening, abour 40 gr. Nerthward from E and W; 
according to the Rifing and Setting of the Sun at his entrance into @, a 
The Tropick of vpis 23 gr. 30m. below the Equacor, and 113 gr) | 
30 wm. diftant from the North Pole, fothatin chis Laticudeitcrofeth che 

( He Noxth: part 

of the Meridian act 62 gr. below the Horizon. Take. therefore 75 rs 
from toward W, and prick them down in the Meridian te | 


ae 


io 8 Gade et ee, oe eS DPR, «test 2 ee & 
Be AROS ee Se To Pe LL Se Fe - 


(= 


fo have you the South InterfeQion ; then lay the Ruler to the point E, 


and 62 gr. in the Quadrant NE numbred from N toward E, and note 
where it croffeth the Meridian, fo fhall youhavethe North Interfection. . 
 Thehalf way between thefe wo Interfetions fhall be the Center whereon 
| you may defcribe the Tropick of vp, and this Tropick will crofs the Hori- ~ 
- zon afier 8:inthe Morning, and before 4 in the Evening, about 40 gr. 
| Souchward from E and W, according to therifing and fetcing of the Sun. 


at his entrance into yy. 


Zo find the Inclination of any Planes 


~ Por the diftinguifhing of thefe Planes, we may find whether Hey be. 


Horizontal, or Vertical, or inclining to the Horizon, and how much they 


"incline, . either by the ufual Inclinatory Quadrant, or by fitting a Thred- 
| and Plummet unto the Sector, . 


For let the Seétor be opened to a Right Angle, the Lines of Sines to an. 
Angle of 90 gr. inward edges of the Sector to 99 gr. and let a Thred and 
Plummet be hanged upon a Line parallel to the edges of one of the Legs, 
fo chat Leg thall be vertical and the other Leg parallel to the Horizon, . 

If the Plane feem to be vertical (like the Wall of an upright Building): 
you may try it by holding the Sector, fo thatthe Thred may: fall upom his 


-Plummet-line: For chen if the verticaledge of the Sector {hall lie clofe to 
_the Plane, the Plane is ere&, and therefore faid to be vertical; and if you. 


draw a Line by that edge of the Sector, it fhall bea Vertical Line. 

If the Plane feem to be level with the Horizon, you may try it by fee- 
ting the Horizontal Leg of the Se€tor to the Plane, aid holding the other: 
"way foever you turn the Sector, it is am Horizontal Plane. 

If the one end of the Plane be higher than the other, and yet not verti-. 


gal, it isan inclining Plane, and you may find the Inclination. in this. 


manner. | A AN 
Fafthold the Vertical Leg of the SeQor upright, and turn the Hori- 
i Legabout, until it lie clofe with the Plane, and the Thred fallon. 


his Plummet-line; fo the Line drawn-by che edge of that Horizontal Leg 


thall be an Horizomal Line. 


* Suppofe the Plane to be BG ED, and that B D were thus found to be 


the Horizontal Line upon the Plane, chen may you orofs the Horizontal 
Line at Right Angles with a Perpendicular CF: that done, if you fet 
one of the Legs of the Seétor.upon the Perpendicular Line'CF, and 


make. 


Leg upright: For then if the Thred fhall fall on his Plummet-line,which ; 


To fad the Inclination of a Plane. Uy: 


a 


ME SOs ch PUI Ry to at ey 8 
Be ~ : : - : F ‘ aie ines é sage Oe ¢ Ses ee ape! EN | . 
: “6 Fo find the Declination of a Plane; 
+ . F ° 1 ; A 
F _spemensaae, ~ 2 soe 
: — 
a's ———— 
q en 
i 4) 53 : . E 
as EB 
4 (3s si == 
. i = 2S 
H — == 
i = (== 
; ihe = = 
y <= pe 
¥ 
: = 
ft 
# 
\ 
oes oi . 
Ay By : ; : ste 
is ig mné ATT ae 
a ae SS —— haat Ae ‘ = = if 


make the other Leg with a Thred and Plummet to become Vertical, you | 


_- ment of chis Angle isthe Inclination of the Plane co the Horizon. 


«@. 
ay | 


f mts 


To find the Declination of a Plane. 


The Declination of a Plane is always reckoned in the Horizon between ~ 


the Line of Eaft and Weft, and che Horizontal Line upon the Plane, As 


inthe Fundamental Diagram, the prime Vertical Line (which is the Line 


of Eaft and Weft) is ECW if the Horizontal I.ine of the Plane pro- 
'  pofed fhallbe BC D, the Angle of Declination is EC B. mae 
But becaufe.a Plane may decline divers ways, that we may the better dis 
ftinguith them, we confider three Lines belonging to every Plane: tae 

‘ | 5 


— ———= ‘da, 4 d ff ‘| 
hy 


Ai fhall have the Angle between the Vertical Line and the Perpendicular on | 
a: the Plane, as before in the Ule of the Sector, pag. 62. and the Comples | 


| 


i 


} 


| 


lee 


firftis the Horizontal Line ; the fecond, the Perpendicular Line, crofing 
the Horizontal at Right Angles; the chird, the Axis of the Plane, croffing. 
both the Horizontal Line, and his Perpendicular, and the Plane ic felf ac 
‘Right Angles. . 

) The Perpendicular Line doth help to find the Inclination of the Plane, 


denomination unto the Plane. 
_ Forexample: Ina Vertical Planein the Fundamental Diagram, repre- 
fented by F ZW, the Horizontal Line is EC W, the fame with the Line 
of Eaftand Weft, and therefore no Declination. The Perpendicular cof. 


fing ic is C Z, the fame with the Veriical Line, drawi®from the Center to. 


1 


Axis of the Plane is SC N, the fame with the Meridian Line, drawn from. 
the South tothe North, and accordingly givesche denomination to the- 
Plane. For the Plane having two Faces, and the Axistwo Poles, S and: 
Nj the Pole S fallmg:direétly into the South, doth caufe chat Pace to 
which it is next, to be called che South Face; and the other Pole at N, 
pointing into the North, doth give the denomination to the other Face,. 
id make ic to be called the North Face of this Plane, 


Diagram, reprefented by BF D, the Horizontal Line is BC D, whicto 
Iecech the prime Vertical Line ECW, and therefore it is called 
Declining Plane, according to the Angle of Declination EC B ov. 
NCD. The Perpendicular to this Horizontal Line is CF, where the 
int F fallechin the Plane QZ H perpendicular to the Plane propofed; 
1 @ . : . : 
vetween the Zenith and the North part of the Horizon $ and therefore ie 
ow a Plane inclining to the Norchward, according to the Ark F 


nthe AngleF CQ. The Axisof the Plane is here reprefented by the . 


tne C K, where the Pole Kis 99 gr. diftant from the Plane, and (0 isas 
nuch above the Horizon at H, and the other Pole as much below the Hoe 
‘iwonai Q, asthe Plane at F is diftant from the Zenith: And this PoleK 
ere falling between the Meridian and the prime Verrical Circle into the: 
outhweft pare of the World, this upper Face of the Plane is cherefore 
alled the South-weft Face, and che lower the North-eaft Face of the 
dane. : 

The Declination from the prime Vertical may be found by che Needle 
athe. ufual Inclinatory Quadrant, or rather by comparing the Horizon- 
Line drawn upon the Plane; with the Azimuth of che Sun, and the 
feridian Line, in fuch fort as before we found the Variation of the. see? 
hott ese Nie metical | 


i To find the Declination of 4 Plaiied = 
as before; che Horizorftal, tofind the Declination; the Axis) to give. - 


theZenith, right unto the Horizon, and therefore no Inclination. The: - 


Ta like manner, in the Declining Inclining Planein the Fundamental’ 


Thread falleth on B D or HO, and then a Triangle refolved, the Declina+ 


$F finde Deckntsion ofa lave? = 
netical. Needle. For take any Board that hath one fide ftraight, and 


draw as in the laft Diagram the Line H O parallel to that fide, and the 


‘Line Z M perpendicular untoit, and onthe Cenrer Z make a Semicircle 
~ HMO: this done, hold che Board to thePlane, fo as H © may be paral- 


lel co B Dthe Horizontal Line on the Plane, and che Board parallel to the 
Horizon: thea the Sun thining upon it, hold outa Thred and Plummet, 
foasthe Thred being Vertical, the thadow of the Sun may fall on the 
Center Z ; and dyaw the Line of Shadow A Z, reprefenting the common 
Section which the Azimuth of the Sun makes with the Plane of the Ho- 
rizon, and let another take the Altitude of the Sun at the fame inftants 
fo by refolving a Triangle, as fhewed before, you may find what Azi- 


muth che Sun was in when he gave fhadow upon A Z, 


Suppofe the Azimuth tobe 72.¢7. §2 m. from the North to the Weft- 
ward,and therefore 17 gr.8 m. from the Weft, we may allow thefe 17 gy 
$ m.from A unto V,and draw the LineZ V,and fo we have the true Welt 
point of the prime Vertical Line: then allowing 90 gr. from V unto $, 
we have the South point of the Meridian Line ZS, and the Angle HZ V 
fhall give the Declination of the Plane fromthe Vertical, andthe Angle 
OZS the Declination of the Plane from the Meridian. | 

Or wemay take out only the Angle A.Z H, which the Line of Shadow 
makes with the Horizontal Line of the Plane, and compare it with che 
Angle AZ V, which the Line of Shadow makes with the prime Vertical, 
And fo here, if A ZV the Suns Azimuth fhall be 17 gr. 8 m. paft the 
Weft, and yee the Line of Shadow A Z 7 gr. 12 m, {hort of che Plane, the 
Declination of the Plane thall be 24 gr. 20 m, asmay appear by the fite 
of the Plane and the Circles. oad 

If the Altitude of the Sun be taken at fuch time as the Shadow of the | 


tion of the Plane will be fuch asthe Azimuth of the’Sun from the Prime 


Vertical. : 5 | 


i 
f 


Tf at fuch a time as the Shadow fallech on MZ, the Declination wall be 
fuch as the Azithuthof the Sun from the Meridian, | 

Tf it be a fair Summers day, you may firft find what Alcieude the Sun. 
will have when he cometh tothe due Eaft or Weft, and then expe& watil 


~ hecome co that Altitude, fothe Declination of the Plane fhall be fuchat 


the Angle corttained between the Line HO and the Line of the Shadow. | 
_ Having diftinguithed the Planes, the next care will be for the placing of. 
the Style, and the drawing of the Hour-lines. 7 STH | 
The Style will be as the Axis of the World, fometimes parallel re 

| ssi Plan 


ee. | 


a. | 


ip 


2 20 


The Hour-lines will be eicher parallel one to the other, or meetin a 


Center with equal Angles, or meet with unequal Angles. If the Style 
_ be perpendicular to the Plane, the Angles at the Center will be equal; 


and this falls out only in the Seuth and North Face of the Equinoétial ~ 
| Plane. If the Style be parallel to the Plane, che Hour-lines will be alfo 


_ parallelone to another; and this falls out in all Polar Planes, asin the Eaft 
| and Weft Meridian Planes parallel to the Circle of the Hour of 12, in che 
- upper and lower direct Polars, parallel to the Circles of che Hour of 6, 


| andin the upper and lower declining Polars, which are parallel to any of 


| the other Hour-circles. 

| But in the Horizontal and all other Planes, the Style will cut the Plane 
| with an acute Angle, and the Hour-lines will meet at the roor_of the 
| Style, and there make unequal Angles. | 


CHAP, I. ; 
To draw the Hour-linesin an Equinottial Plane. 


| 

| , 
A N Equinodtial plates that which is parallel to the Equinoétial 
| 


. Circle here reprefented by E A.V, wherein che {paces between the 


cara 


| Hour-circles being equal, there ts no need of further Precept, but only to 
| draw a Circle, and to divide itinto 24 equal parts from the 24 Hours,and 


fabdivide each Hour into Halvesand Quarters, and then to fer up the 


H 


Style petpendicular.to che Planein the Center of the Circle. “The help 
| which thefe Lines of Proportion.do here afford us, is only in the divifion | 


of the Circle, which may be done readily by chat which I thewed before 
in the Firft Book of the Seftor. 
| For Example: Suppofe the Semidiametér of the Equinodtial Circle to 
Defix Inches, and chat ic were required to know the diftance of the Hour- 
| points each from other; here each Hour being rg gr. diftant from other, [ 
extend the Compafies from the Sine of ‘50 gr. unto the Sine of 7g. 30 m. 
the half of 15 gr. and I find the fame extent-to reach in the Line of. 
/Numbers,from 6. oounto 1.56, 
| Orin crofs work I extend chem from che Sine of 30 gr. unto 6.00 in 
the Line of Numbers, the fame extent will reach from the Sine of 7 gr. 
| 30m, unto 1,56 in the Line of ens which fhews that in a ae 
B ot 
| 


The Defeription of the Hour-lines in an Equinottial Plane, “9 
! i fometimes perrendicular, fometimescut the Plane with Oblique 
| &ingls, ; 


of fix. Inches femnidiameter, che diftance of the Hour-points each from. 
other will be about 1 Inch and 56 Cente/ms.or partsof 100, The like rea-. 
fon holds for the infcribing of all other Chords in the Prop. followings © 


CHAP. II... 
To draw the Hour-lines in a Direét Polar Plane. 


_ Dire& Polar Planeisthat which is paralleltothe Hour of 6,: and 

here reprefented by EP W; wherein the Style will be parallel to 

the Plane, and the Hour-lines parallel one tothe other 3 and therefore 

may be beft drawn by that which I have fhewed in the Ufeof the Seéfor. 

_ They may be alfo drawn by the help of thefe Lines of Proportion, in this 
manner, 

Firftdraw aRight Line W E for the Horizon and the Equator, and 


crofs 


| 00 .& Polar Plante — 


“crols it at the Point-C, about the middle of the Line, 3 
with C B another Right Line, which may ferve for _ 


| the Meridian and the Hour cf #2, and muft allo be the 
| Subftylar Line wherein the Style thall ftand. Then, to 
| proportion the Style unto the Plane, confider the length of 
the Horizontal Line, and what Hour-lines you would 
have co fall on your Plane. | 
For the diftance of any one Hour-line from the Meridi- 
an being known, we may find both the length of the 
Style, and the diftance of the reft: becaufe, 
As the Tangent of the Hour given, 
Is tothe Diftance of the Meridian : 
Sothe Tangent of 45 gr. | 
To the Height of the Style. 
Suppofe the length of the Horizontal Line to be 12 In- 


ches, and that ic were required to put on all the Hour-lines — 


from 7 in the Morning unro 5 inthe Evening. Here we 
have 5 Hours and 6 Inches in either fide of the Meridian : 
Wherefore I allow 15 gr. for an Hour, and extending the 
Compaffes from the Tangent of 7§ degrees, I find the 


fame extent to reach in the Line of Numbers from 600 to 


| the diftance of the Hour-points of 9 and 3 from the Meri- 
dian, to be rInch 6r parts. | 


To find the length of the Tangent between the Sibftylar 
ip and the Hour-points. 
| eAs the Tangent of 45 gr. 
Tothe Tangent of the Hour : 
Sothe Height of the Style 
To the length of the Tangent-line between the Sub- 
Stylar and the Hour points. 
Thus having found the length of the Style in our Ex- 
ample to be i. 61, if I extend the Compaffes from the 
Tangent of 45 gr. unto the Tangent of 15 gr. the meafure 
_ of the firft Hour from the Subftylar, I thall find the fame 
-extentto reach in the Line of Numbers from 1.6 4 unto 
©. 43, for the length of the Tangent between the Subftylar 
and the Hour-points of rr and a. If I extend them 
| ae ; B bb 2 from 


~~ 


fabour 161, This fhews both the height of the Style, and. 


bn 71.19 
gol S45 
| 60] 70pm 


7,8 


BAO E OMG Ba OM 6 AM MBA AR Me Aste she tas AMA AAMTAl UMAGA LI SIST: 


6 


Exza 


Bi 


Me 


—— SSeS TC ec 


eS eS A ee NSD rw OT: a ae we = = be ww 
iT 


2 


1o 


eo esew7 


a RS = a 


AE a 1 


ba Poke Pah Be RNC EPI od SEP OL Sr omen ‘4 7 


“The Defeription of the Hour-lines 


rom the Tangent of 45 gr..untothe Tangent of 75 gr. the meafure of 
‘he fifa Hour, I thall find thera to reach in the Line of Numbers from 
1. 61 unto 6. 00, for the length of che Tangent from the Subftylar ta 


che Hour-points of 7 and 5. For howfoever it be the fame diftance inthe 


Line of Tangents from 45 to 7,5, as from 4¢ 
unto 153 yet becaufe 7§ are more, and 1§ lefs 
chan 45, the Tangent Lines thac anfwer to 
chem will be accordingly more or lefs than the. 
| length of the Style. E | 
Ik By CO 43 Again, If I extend chem from 45 gr. in the | 
TO 2/30 ©8 63) Tangentsunto 30 gr. the meafure of the fecond 
9 31445 % 6%) Hour, I thall find chem.reach in che Line of 
8 4/60. O2 79) Numbersfrom ¥. 61 unto o, g3 for the Hour of 
7 5\75 O16 © yoand2: If I extend them from the Tangent 
| 6 690 olfnfin.| of 45 gr. unco the Tangent of 60 gr. for the) 
fourth Hour, I fhall find them to reach in the 
Line of Numbers from 4.64 unto 2.79, and fuch is the lengch-of the 
Tangent Linc from the Subftylar unto the Hour of 8and 4, And the’ 
like Reafon holdeth for the infcribing of all other Tangent Lines in the’ 
Propoficions following. ei | 
But for fach Tangents as fall under 45 gr. I may better ufe crofs 
Work, and extend the Compafles from the Tangent of 45 gr. unto 1.61 


Gr. M. In. Pa. 
Iz }© ©o. Oo 


inthe Line of Numbers, fo thall I find the fame extent to reach from 


3ogr.inche Tangents, to 93 parts in the Line of Numbers, for the d - 


_ ftance of thefecond Hour; and from tg5 gr. inthe Tangents, to 43 pasts 


for tie diftance of che firft Hour from the Meridian. 
; Or 


: ina Meridian Planéee 13. 
Orif this extent from 45 gr. backward.to 1. 61 be too large for th® 
~ Compatfies, I may extend them forward from the Tangent of § gr. 43 
_ to 1. 6t partsin the Linesof Numbers, and the fame extent thall reach 
from 15 gr. in the Tangents, to 43 partsin the Lines of Numbers, for 
| thediftance of the firft Hour; and from 30¢r. to 93 parts, for che di-. 
| tance of the fecond Hour, as before. 
Having found the length of the Tangent Lines in Inches and parts of 
~ Inches, and pricked them in the Equator on both fides of che Meridian, 
- from the Center C3 if we draw Right Lines through each of thole 
Points, crofling the Equator at Right Angles, they fhall be the Hour- 
Lines required ; and if we fer a Style over the Meridian, fo as the edge of 
it be parallel co the Plane, and the height of it be as much above the Me- 
ridian, asthe diftance becween the Meridian and che Hour-points of 3 and 
9, ic hall reprefencthe Axis of the World, and be truly placed for the 
 cafting of che Shadow upon the Hour: lines in a Polar Plane. 


— 


3A | The Defcription of the Hour-lines 


CHAP. HI. 


To draw the Hour-lines in a Meridian Plane. 


ra 


A Meridian Plane is that which is parallel to che Meridian Circle in 

; the Fundamental Diagram, reprefented by $.-ZN 3 it hath two 
‘Faces, one to the Eaft, and the other to the Weft; ineach of them the 
“Style will be parallel co the Plane, and the Hour-lines parallel one to the 


N 


cee scogeredracUREURGeenaurMNNeCeUyCD Kekksae acoso 
a a 4 


: 


» 
€ 
[Yi 


aa 
s 
Ky 

oy 


sEbe 20 

ae. 

sEbS a 
[\ 


pa 


= “ < 
Ss 
a4 
cite ANS 


other, asin a Polar Plane ; the difference being only in the placing of 
the Equator, and in numbring of the Hours. 1 
For in thefe Meridian Planes having drawn an occult Vertical Line 
CZ, and an occult Horizontal Line C N, croffing onethe other at Right 
Anglesia the Point C, the Equator AC will cuc the Vertical with an — 


Angle 


| 


Paes 3 an Horizontal Plane. | 15 
—Bnele ZC A, equal to the Latitude of the [EAng. Po.) Tang. | 
Place: chen may wecrofs che Equator at Right [7 |Gr. M. In. Pa. 
- Angles with the Line C B for the Hour of 6, RN cory 
and from this fet off the Hour-points in the las Sate 
- Equator, as in the former Prop. | ee 
gq > i Ole Vane 
Fot, {uppofing the length of the Style hee ae 
CB to be ro Inches, the length of the Tan- nls aa 
gent Line belonging to the firft Hour will be i8 ——_ 
 2In. 68 p. the length of the fecond 5 14.77 )- Piao 
asin the Table. Then the Tangent of 15 gr. ; oe fae 
being prickt down in the Equator on both 5} + 93 
fides from 6, {hall ferve for the Hours of § poh ke we 
and 7, and the Tangent of 30 gr. for the 45} © 68 
“Hours of 4 and 8; and fo in the reft. 37. 301 7 07 
This done, if we draw Right Lines through 15) 8 77 
each of thefe Points,. croffing the Equator at OT SEROS 
‘Right Angles, they fhall be the Hour-lines 48 45/12 40 
“required : And if we fet a Style over the O13 03] 
“Hour of 6, fo as the edge of it may be pa- I5|14 97]. 
“allel co che Plane, and the height of ic may OOF OP sae 
be equal to the diftance between the Hours : 45\20' .28 
of 6 and g.in the Equator, ic fhall repre-. | (97 30/24 14 
‘fent the Axis of the World, and be truly 29 46 
placed for the cafting of the Shadow upon 037 32 
‘the Hour-lines in a Meridian. Plane. , 45 50 27 
| 30,75 96 
1S bed 57 
Ollinfinit, 


CHAP. IV. 
To draw the Hoar-lines in an Horizontal Plane 


-N Horizontal Plane is that which is parallel to the Horizon, repre - 
“fented in the Fundamental Diagram by the outward Circle 


| ESWN, in which the Diameter SN drawn.from the South to the - 
| North, may go both for the Meridian Line and the Meridian Circle, Z ° 
for che Zenkh, Pfor the Pole of the World, and the. Circles drawn: 


through. ; 


PN ee ee 
. 4 
Zs 


Nn 


16 The Defeription of the Hour-linss ts 
Tait: 51 30 through P for che Hour-circles of 1, 2, 3,4, Gc, 

| TlAng.Po.JArePla,'. a) they are numbred from the Meridian. 3 
° (Gr. M.|Gr, M.| _ Thefe are equal at the Pole, and at the Equa- 


72}0 of oof for, but unequally diftant at the Horizon the 


3. 45| 2-56 diftance between the Meridian and the firft Hour ~ 
| 7 30 z being not full 12 gr. the diftance between the 
ih as 3 st fifch and fixch Hour about 18 gr. which inequa- 


| lity being obferved, if you fuppofe Right Lines 
3 drawn from the Center C to the Interfections of | 
19 49)14 54) chefe Hour-circles with che Horizon, the Line fo 
| [FE 3°87 57) drawn fhall be che Hour-lines here inquired. 
Bag And then, if you can, imaginea Line drawn | 
; ede 0124 20 from the Center C, toward P the Pole of the 
33 45127, 36) World, and raifed above the Meridian Line | 
© CN, foas the Angle P C N may be equal to the © 
41 15134 28) Yoticudeof thePlace, this Right Line C P hall | 
3\45_ 0/383) be the Axis of the Style. And foyouhave both | 
| 148 45/40 45] Styleand Hour-lines ready drawn to your hand, » 
$2 39/45 34, But more particularly to our purpofe. | 
56 15149 30 Thefe Hour- circles confidered, with the Meri- - 
4160 —©}53  3§| dian and the Horizon, do make divers Triangles, | 
63 451§7. 47| PN3i,PN2,PN 3, in which we have known, 
67 30/62 .6|  firft, the Right Angle acN, the North Interfes 
7i 15/66 33) tion of che Meridian and the Horizon; fecond- 
5|75.O|7" 6} ly, the Side P.N, che Ark of the Meridian bes 
17178 45/75 45] cween the Poleand che Horizon) which is always | 
25} equal tothe Latitude of the Place; thirdly, the. 
186 15|25 13] Angles atthe Pole, made by the Meridian and | 
o} the Hour-circles, the Angle N P x being 15 gr, | 
N P 2 30gr. each Hour 15 gr. more than orher, | 
each half Hour 7 gr.30 m.cach quarter 3 gr.45 7. as in the fecond Column’ 
of this Table. ‘And thefe three being known, we may find the Arcs of | 
the Horizon between the Meridian and the Hour-circles N 1, N 2, N 3, 
: OC. For, | 


ett the Sine of 90 er. 
~ dstothe Sine of the Latitude : 
So the Tangent of the Hour, 
to the Tangent of the Hour-line from the Meridian. 


Extend 


ka The Defeription of the Howr-tines eer 
| Extend che Compaffes from the Sine of 90 gr. to the Sine of the Lati- 
| tude; fothe fame Extent fhall reach from the Tangent of the Hour, to 
: | ; 


the Tangent of the Hour-l'ne from the Meridian. Thus the Laricude-be- 
ing 51 gr. 30 m. I extend the Compaffes from the Sine of go gr. tothe 
Sine of 51 gr. 30 m. and find the fame extent to reach from the Tangent 
of 3 gr. 45 m. unto the Tangent of 2 gr. 56 m. for the diftance of the 
. fire quarcer from the Meridian ; and from the Tangent of 7 gr. 30 mm. 
unto the Tangent of § gr. 52. for the half Hour; and from the Tan- 
gent of al gr, 15 m.to the Tangentof 8 gr. 51 m. for the third quarters 
and from the Tangent of 15 gr.Om. unto IE gr. 50 m. for the firft 
Hour: And foof chereft, asin the third Column of this Table, under 
the Title of the Arks of the Plane. 3 
Cce “Only 


~ 


iene in an Horizontal Plane, 


weweerses * i SS x1 =e aia: fae AES | vt TT tow em 


nN Roe 
iN 


Only when FE come to fet one Foot of the Compaffes to 48 pi 45-Ms 
for the finding of a quarter paft 3, the other Poor will fall out of the 
Line, and then I may either take out fo muchas is out of the Line beyond 


45 gr. and turn it back into the Line, and it will reach from 45 Bre tO 


4i gr. 45m. or Y may ule crofs work, extending the Compaffes from 


the Sine of 90 gr. to the Tangent of 48 gr. 45-m. fothe {ame extene will — 


reach from the Sine of §1 gr. 30m. to the Tangent of 4t gr.45 m. And 


fuch is the diftance of the Line of 3 Hours + from the Meridian. 


This done, I eometo the Plane, and there according asthe Lines do 


fall in the Fundamental Diagram, 


1, Idrawthe Right LineSN; {erving for the Meridian, the Hour | 


vof 12, and che Subftylar. 


' 2 | 


oe ole) wee tee oe ee Ste Se 
it aes 
na b Te 
sf fo = 
: aa 


Wh AVertical Planes je “Ep 
2, In this Meridian I make choice of a Center at C, and there de- 
- feribe an occultCircle reprefenting the Horizon. a 
3. [find a Chord of 11 gr. 50 #5, and infcribe it into this Circle on 
_ either fide of the Meridian, for the Hoursof rrand 13 in like manner, 
_aChord of 24 gr. 20 ws. for the Hours of 10 and 2; and a Chord of 
38 gr. 3 ws. for the Hours of 9 and 3: And fo for the reft of the Hours, 
_ their Halves, and Quarters, 
4+ Idraw Right Linesthrough the Center, and the Terms of thefe - 
_ Chords, and thefe Linesfo drawn arethe Hourelines required. 
The Line belonging to the Hour of 6 willbe perpendicular to the Me- 
fidian, and the Hour-lines before 6 in the Morning, or after 6 in the 
Evening, may be fupplied by continuing their oppofite Hour-lines beyond 
the Centers as the Hour-line of 7 in the Morning continued, will be the 
‘Hour-line of Zin the Evening: And {othe reft. 
__ Laftly, T fet up the Style overthe Meridian, fo as it may cut the Plane 
inthe Cencer, and there make an Angle with the Meridian equal to the 
‘Lasitude of the Place; fo it thall reprefent the Axis of the World, and - 
be truly placed for cafting of the Shadow upon the Hour-lines in an Hori- 
zontal Plane. | | 


a3 
| ee 
‘a 


i CHAP. V. 


To draw the Howr-lines in a Vertical Plane. 


A. Vertical Plane is that which is parallel to the Prime Vertical 
A Circlein the Fundamental Diagram, reprefented by EZ W. Ie 
hath two Faces, the one to the North, the other co the South; in each of 
them the Subftylar will be the fame with the MeridianLine,and the Angle 
of the Style above the Plane will be equal to Z P,the Complement of the 
Latitude ; and the Hour-lineshere inquired may be fupplied by imagi- 
ning Right Lines drawn fromthe Center C to.the Interfections of the 
Hour-circles EZ W. | , ; 

_ The Triangles here confidered are made by the Vertical, the Meri- 
dian , and the Hour-circles, in which we know the Side ZP, the 
| Ocee Angles 


Se 


NG pers 


20 " The Deferipsion of the Hour: lines 


Angles at the Pole, and the right Angle at the Zenith, and cherefore 
may find the Arks of the Vertical, becween the Meridian and the - 
Hour-cireles, afcer this manners a | 
eAs the Sine of 90 er. a 
is to the Co-fine of the Latitude: | 

So the Tangent of the Hour, 

to the Langent of the Hour-line frems the ~Miridian: 
Excend the Compaffes from the Sine of 90 gr. to the Sine of the 
Complement of the Latitude, fo the fame extent fhall reach from the 
Tangentot the Hour, to the Tangent of che Hour-line from the ea 

dian, Thus 


rend the Compaffes from ‘the Sine cf 9° gr. to- 
_ the Sine of 38 gr. 30 m. and find the fame ex- 


gr. 42m. for the fifth Honr « and fo in thereft, | ales 9 28 


= ec SE ESS 


4 do fall in the Fundamental Diagram... Bie Aha a 
78 45/72 17 

62. 36179. 43 

a1 be By 86 1§ 84. Cc 


“matt bein the lower part of the Meridian Line, | 4 60 147° 9 
and the Style point upward in all {uch Places as 63 45151 36 
~areto the Northward of the Equinoctial Line, . 67 30156 20 
"as it- may appear by confidering how the Lines. | 7! 35/61 33 


da in aVertical inclining Plane. ek eee 

“Thus inthe Latitude.of 51 gr. 30m Tex- (Latirs 9 51 30) , 
rc Ang. Po.|Arc. Pla.) 

Gt M.iGr. M. 


| _ tent to reach trom the Tangent of 45 gr- (0 |12} 0 | 0 o 
the Tangent of 9. gr. 28 730 for the diftance of hte 3 urs 5| 2 | 
the. firtt Hour from the Meridian3 and from “7 Me ‘s 
the Tangent of 75 gr. unto the Tangent of 66 tieagds i | «. 


as in this Table. | 

| Thefe Arks being known, I may come to the ny 45/IT 56 
' Plane, and’ then by help of a Thread and i ‘ ZO;14 29 
Plummet draw a Vertical Line, ferving both for 1 , i IS|IF+ 4 
O'9. 45 


the Meridian and the Hour of 12, and the Sub- =—/———— 


-ftylar 5 then may I draw an occult Vertical 33 45/22 35 
~ Circle, and therein infcribe the Chords of thofe 373/25 32 

former Arks, and draw the Hour-lines, and fet 40 15128 38 
~ up the Style, as before in the Horizontal Plane. 345 0/3854) 


If ic be the South Face of che Plane,. the Cen- 43 45135 22 
cer will be upward, and the Style will point $2 30/39 3 
‘downward : If the North Face, the Center | 156 15/42 58 


|} 6190 e990 c 


CHAP. VIL 


Ty draw the Hour-lines in aV ertical Inclining Plane. 


LI thofe Plancs that have their Horizontal Line lying Eaft. and 
| Weft, are in that refpect faid to be Vertical ; if they be alfo up- 
right and pafs through the Zenith, they are dire&t Verticalss. if chey - 


“incline tothe Pole, they are dire&t Polars; if to the Equinogtial, they . 


aye. 


LARA TC A OER Rhy MERE ORE TY AYES? SOREN eo) ell ee a 


22 The Defeviption of the Hour-lines ; 
are properly called Equinoétial Planes, and are defcribed before: if to 


none of thefe three Points, they are thea called by the general name of 
~Tnclining Verticals. 

Thefe may incline either to che North parts of the Horizon, orto the 
South ; and each of them hath two Faces, oneto the Zenith, the other 
tothe Nadir, in which we are firftto confider theheight of the Pole 


\ 


- above the Plane, by comparing the Inclination of the Plane to the Hori- — 


zon with the Latitude of the Place. } | 
As in our Latitude of 51 gr. 30 m. if the declination of the Plane 


EI W inthe Fundamental Diagram fhall be 23 gr. Northward, thacis, 


if IN, the Arkof the Meridian between the Plane and the North part 


of the Horizon, fhall be 13 gr. we may take thefe 13 gr. out of PN 51 gr, | 


30 ms. the Elevation of the Pole above the Horizon, and there will remain 
P 138 gr. 30 m. for the Elevation of the North Pole above the upper Face 
of the Plane, and therefore 38 gr. 30 m. for the height of the South Pole 
above the lower Face of the Plane. f 


Or if the Inclination of the Plane fhall be found to be 62 gr. tothe — 


Southward, wemay number them in the Meridian from S the South pare 


ef the Horizonunto L, and there draw the Ark EL Wreprefenting this 


Planes fo the Ark of the Meridian P L fhall give theheight of the North — 
Pole above the upper Face of this Plane to be 66 gr. 30 m. and therefore — 
the height of the South Pole above the lower Face of the Plane is alfo 


66 gr. 30 m. : G 
In like manner, if the Inclination of the Plane EY W (hall be Ig or 
Southward, that is, if S Y che Ark of the Meridian between the South 


part ef the Horizon and the Plane fhall be 15 gr. cheheight of the North | 


Pole above the upper Face of the Plane, and the height of the South Pole 


above the lower Face of the Plane, will be alfo found to be 66 L230 7. 


But if the Plane fhall fall between the Zenith and the North Pole, 
then will the North Pole be elevated above the lower Face, and the South 
Pole above the upward Face of the Plane, as may appear by che Projecti- 
on of the Sphere in che Fandamental Diagram, 


Then in the Triangles made by the Plane, the Meridiag , and the > 


Hour-circles, we have the fide which is the ‘height of the Pole above 
the Plane, together with the Angles ar the Pole, and the Right An- 
gle at the Interfection of the Meridian with the Plane, by which we 
may find the Arks of the Plane between the Meridian and the Hour- 
circles, after this manner. f 


es 


=? . cs ~ 


in a Vertical Inclining Planes =a 


As the Sine of 90 er. | ahs 
Is to the Sine of the Pole above the Plane: 
So the Tangent of the Homr, | 
To the Tangent of the Hour-line from the (Meridian. 


Thus in the former Example, where P I the heighe of the Pole. 
above the Plane was found to be 38 gr. 30 m. if you thall excend 
the Compafies from the Sine of 90 gr. to the Sine of 38 gr. 30 m. 
the fame extenc will reach from the Tangent of 15 gr. unto the 
Tangent of 9 gr. 28s. for the diftance of the firft Hour from the 
Meridian, and from 30 gr, unto 19 gr. 46 m. for the fecond Hour, and. 


fo forward, asin che dire Vertical. 

__ And for the two laft Examples, you may extend the Compaffes from 
‘the Sine of 90 gr. unto the Sine of 66 gr. 30 m. fo tke fame extent hall 
_ reach in the Line of Tangents from 1 gr. unto 13 gr. 48 ms, for the firft 


Hour, from 75 gr. unto 73 gr. 43 m. for the fifth Hour, from 30 grs- 
unto 27 gr. §4m. for the fecond Hour, from 66 gr. unto §7 gr. 48 ms 


_ “Thefe Arks being known, you may firft draw the Horizontal Line; 


vand crofs ic in the middle with a Perpendicular, chat may ferve borh 
for the Meridian and the Hour of 12, and the Subftylar; then know- 


ing which Pole is elevated above the Plane, you may accordingly. 


-makechoice of a fic Point in the Meridian for the Center of your Hour- 


lines, and thence defcribe an occule Ark of a Circle, inferibe the Chords 


_of thofe former Arks, and draw the Hour-lines, and fer up the Style, as. 


I fhewed before in the Horizontal Plane. 


CHAP, 


for the fourth Hour, and from 45 gr. unto 42 ¢r.31 m. for thethird — 
Hour from the Meridian. ! 


The Defeription of the Hour-lines 


CHAP. Vil. 
To draw the Hour-lines ina Vertical Declining Plane. 


nmay draw a Vertical Line, aresn _ 


-LI upright Planes whereon a mann ? 
this refpect faid to be Vertical; if they thall alfo ftand dire@ly Eaft- 


and Welt, they are direétly Verticals; if dire€tly North and South, 


an Planes, and are defcribed before: if — 


they are properly called Meridi 
they behold none of chefe four 
fland between the prime Vertica 

_ by the general name of Declining Verticals, 
Thefe have two Faces, one to the South, t 
which may be diftinguithed in thefe Northern 
this mannere If the Sua coming to the Meri 


principal Parts of the World, but thall 
land the Meridian, they are then called 


hz other to the Northward, 
arts of the World after 
ian fhall fhine upon the 


Plane, it isthe South Faces if not, it is the North Face of that Plane. 


Again, If che Sun hall thine upon the Plane at High-noon, and yet 
longer in the Forenoonthan in the Afternoon, it is the Souch-eaft Face; 


if longer in the Afternoon than in-the Forenoon, it is che South-welt 
Face of the Plane. «But how much the Declination cometh to, is belt: | 


When the Declination isfound, there be fourthings more to be conifts 
wecan cometo the drawing of the Hour-lines. 


-1,: The Meridian of the Plane, and his Inclination to ¢ 


2. The Height of the Pole above the Plaae. 
Diftance of che Subftylar from the Meridian Line. 


4. The Diftance of each Hour-line from the Subftylar. 


ay 


| 
| 
j 
' 


And thefe four may all be reprefented in the Fundamental Diagram, | 


as in this Example, | 
ur Latitude of 54 gr. 30 m. Northward, the Declina | 
ght Plane fhould be found tobe 24 gr. 20 ™, | 
ePRZ weknowthe Angle at RrobeaR 
s the Complement of the Declination ; and 

And thefe three | 


~ In the Triangl 
and the Angle at Z, for ici 
the Bafe PZ, for it is tae Complement of the Latitude. 
being known, we may find the other Angle RPZ, which isthe 
of Inclination between both Meridians. 


. 


- ts 4 Vertical Declining Blawes ot 


eg ae ee 


7 
be $ 
°e 
SS 
° 
s* 
sf 9 
sot 


oj es F s 


i) 
%| 


As the Sine of the Latitude 
Is to the Sine of 90 gr. 
So the Tangent of the Declination 
to the Tangent of Inclination of Meridians. 


_ Thus in our former Example I-extend the Compafies from the Sine of 
the Latitude 51 gr. 30 m. unto the Sine of go gr. the {ame extenc will 
each in the J.ine of Tangents from 24 gr. 20 ms. the Declination given, to 
about 30 gr. and fuch is Z PR, the Angle of Inclination between the 
Meridian of the Place and the Meridian of the Plane; and thererefore 
mS : Ddd che 


Ba 


wee: 
ade es 


me 


ap raneiagielenniiin: 


bo i Ga Nis ne ee Sere pa: Satie Rae ie ah andre Rg 


the Meridian of the Plane will here fall upon the Circle of the fecond’ 


Hour fromthe Meridian of the Place (as ic may alfo appear by opening. — 
~ the Compaffes to rhe neareft extent between the Pole and Plane) agit chere 


I place the Lecter R to make chis ReGtangle P RZ.. 
2. To find the Height of the Pole above the Plane. 


The Height of the Pole is to be meafared in the Meridian of the Ptaned 
it isherereprefented by the Ark PR, and may be found by, that which, 
we ‘Shp known.-in the former Triangle PRZ, 


¥ As the Sine of 90 gf. 
by the Co-fine of the Latitudes 7 
So the Co-fine of the Declination, ol 
to the Sine of the Height of the “Ax above the Plane: vr Se 


Extend the Compaffes from the Sine a 9° gr. unto the Sine of 38: ri ' 
30.%. the Complement of the Latitude, and the fame extent will reach: 
from theSine of 65 gr. 40m, the Complement of the Declination, unto. 
the Sine of 34:¢r. 33 mm. . 

_Or if you pleafe comake wfe of the Angle of the Inclination of. che 


~ two Meridians, the proportion will’hold;. 


‘As the Sise of 90 gr. 


to the Co-fine of the Inclination “se CMeridlans : 
So the Tangent of the Latitude, 


to the Tangent of the Htight of the Pole above the Planes a 


And then you may extend the Compaffes from the Sine of 90 gr, unto. 
che Sine of 60 gr: the Complement of the Inclination of the Meridians, 
and the fame extent will reach from the Tangent of 38.gr, 36 m. the 
Complement of the Latitude, unto the Tangent of 34.gr. 33m, and fuch 
isthe Ark P R the Height of the Pole above the Plane. 


3« To find the Diftance of the S ub fylar from the Meridlan: 


This is here reprefented: by the Ark ZR, and may be found hy that 
which we have known in the former T riangle PR ot ) 


His As 


She VG 


“to the Sine. of the Declination £.)°" 0°) © ahs 
So the Co-tangent Ng tlt DANA, ie a Re ne 
to the Tangent of the Subftylar from the Meridian. 


: 3 +g. "¢ tT oe ¢ tae j a 3 ) HES ra oR Af .<% 3 
~» As the Sine of goer. ee 


Extend the Compatfes from the Sine of 90 gr. unto the Sine of 24 gr. 
20m. the Declination given, and the fame extent will reach from the 
Tangent of 38 gr. 30 ms. the Complement of the Latitude, unto the Tan- 


_ gencof 18 gr, 8 m.and fuchisthe Ark ZR, the Diftance of che Sublty- 


Tar from the Meridian. 


4. To find the Diftance of each Hour-line from the Subftylar. 


| a The Diftances of the Hout-lines from the Subftylar arehere reprefent= 
ed by thofe Arks of the Declining Vertical belonging to the Plane, which 
_ areintercepted between the proper Meridian.of the Plane and the Hours 
_ circles. | | ; 


| we have known, firft che Right Angle at the InterfeQtion of the proper 
| Meridian wich che Planes then the Side which is the Height of the 
Pole above the Plane; and thirdly, the Angles at the Pole. For know- 
| ing the Angle of Inclination between the Meridian of the Plane and the 
Meridian of the Place, which is always the Hour of 12, we may find 
the Angle between the Meridian of the Plane and the Hour of fr, by 
allowing in 15 gr. and the Angle between the Meridian of the Plane and 
the Hour of 2, by allowing in 30 gr. and fo for the reft: which being 
known, and fet down ina Table, we may find the Arks of the Plane 
from the Subfty lar to the Hour-circles, in this manner 


As the Sine of 90 ¢r. 
| to the Sine of the Height of the Pole abowe the Plane: 
“So the Tangent of the Honr from the proper Meridian, 
to the Tangent of the Hoar-lne from the SabPylar. 


__ Thusinour Latitude of 51 gr. 30 m, if the Declination of an uprigh 
Plane fhall be found to be 24 gr. 20 m. from the prime Vertical, the one 
Face open to the South-weft, che other to the North-eaft, I may number 
| Ddd 2 thefe 


To this purpofe we have divers Triangles made by the Declining: 
| Plane, together wich his proper Meridian and the Hour circles, In thefe — 


aes 1am 


33 «= Tha Defeviphiahof the Blouv-lines 


thele 24 gr. 20 #. in the Horizon of the Fundamental Diagram from E 
unto B, according co the fitwation of the Plane, and there draw the Ver- ~ 


tical BZD, which thall reprefent the Plane propofed. 


The two Poles of this Planewill fall in the Horizon at Hand Q, and 


therefore the proper Meridian drawn throwzh the Poles of the Plane and 


the Pole of the World muft. be the Circle HPQ, which here croffech 


the Planeat Right Angles in che Pointof R, and inclineth to PZ § the. 


Meridian of the Place, according to the Angle R PZ. ay 


~The quantity of chis Inclination may be readily found by the Hour- 


circle where the proper Meridian fallech. Ashere it falleth on the fecond 


Hour-circle, and fo the Inclination is 30 gr. 
The height of the Pole above the Plane, .which giveth the height of che 


Style above the Subftylar, ishere reprefented by the Ark PR. For as in 
che Horizontal, fo in this andall other Planes, the Line C P the Axisof _ 


the World isalways the Axis of the Style, and the neareft Line that can. 
be drawn upon the Plane toche Axis of the World is che firceft for the 


Subftylar, and thatis the Line C R: fo the Angle PCR isthe Angle | 
berween-the Axis and the, Plane, commonly called the Height of che 


Style, and che meafure of. this Angle isthe Ark P R. This Ark is always 
le(s than the Complement of the Latitude, and may be eftimated by 
caking che diftance PR with the Compaffes, and meafuring it in the Me= 


ridian from Ptoward Z. Soin this Example it will appear to be about 


34 Lo 2o.. 


The diftance of the Subftylar from the Meridian is here reprefented’ 


by the Ark ZR: For the Meridian Line upon the Plane is C Z, theSub- 
{tylar Line is C R ; fo the Angle contained between them is ZCR, and 
the meafure of this Angle is the Ark ZR, which taken wich the Com- 
pafles, and meafured in the Semidiameter CW; from C toward W; will 


‘be found about 18 gr. 


The diftdnces of each Hour- line from the Subftylar are here reprefented 
by the Arks of the Plane between the Point R and, che Interfections of 
che Hour-circles:. For. the Subftylar-Line is CR, and the Hour-circle of 


x croffing the Plane inthe Point O, the Hour-line of 1 upon the Plane 


muft be CO ; fo the Angle between the Sudftylar and the Hour-line of 


ris RCO, and the meafure of this Angle is the Ark RO. In Like . |; 


manner, the Hour-line of 12 will be C Z, and the diftance from the | 


Subftyfar R Z: the Hour-line of 11 willbe CX, aud the diftance from 
the Subftylar RX: and forthe reft. Thele diftances RO, RZ,RX, oan 


say alfo be raken with the Com paffes, and meafured as before, 4 


Befides | 


| 


| ene ft 


‘it a Vertical Declining Plane. 26 


 Befides thefe fourReprefentations, the Diagram will thew what Pole 
is elevated above the Plane, and what time the Sun fhineth upon the. 


Plane. If icbeche Norch-eaft Face of this Plane, you may think P to 


be the North Pole, and the Hour-circles co be drawn on a Convex He- 
mifphere; foC R the Subftylar, and CP the Axis of the Style, will 
will both point upward - and having drawn the Tropick of %, you hall. 
find by the meeting of the Plane wich che Tropick, and che Hour-circles, 


that che Sunat che higheft may thine upon the Plane from the time of the 


_rifing untilit be paft 9 inthe morning, and from 7 inthe evening unto 
| the timeof his fetting. Birt if it be the South-weft Face of the Plane, 
then you may either fuppofeche Subftylar and the Axis to be continued 


ar 


- down below the Center, like unto the Hours before and afer 6 19 an Ho- 


rizontal Plane ; or elfe you may turn the Diagram, and think P to be the 
South Pole, and the Hour-circles to bedrawn in an Horizontal Concave, 
fo CR the Subftylar, C P the Axis of the Style, will both point down- 
ward, and fo alfo the Hour-lines from 8 in the morning until after'7 in 


the evening, as it doth appear by the meeting of the Plane with che Ho- ~ 


rizon, and the Hour-circles. » 3 | 
Thus with the drawing of one Line in the Diagram, to reprefent the 


Plane according ro his declination) you may have the Hour-lines fitted to, 


any Declining Vertical, with the Style and Subftylar in their due places 
which may fuffice to free you frora grofs errour ; but for more exadinelss . 
we confider three Triangles. . : | 


1s To find the Inclination of Meridians, - 


~The Meridian of the Place is a Circle pafling through the Poles of the 
World, the Zenich and the Nadir. The proper Meridian of the Plane 


"isa Circle paffing through the Poles oftthe. World and the Polesof the 
Plane. The Circle of the Plane and thefe two Meridians do make a Tris ~ 
angle, fuchas P RZ, wherein we know the Angle ar R.. 


Iconfider. the Angle of Inclination of the Meridian RP Z,..and there 


fee how that PZ, che Meridian of the Place) which isthe Hour of 12, 
| being 30 gr. diftant from P R the Meridian of the Plane, and chat.one- 


Face of the Plane being open to the Souch-weft, and the other. to. the 
North-caft, chis Meridian of the Plane falleth to be the fame with the 
Hour of 2, (otherwife with the Hour of 10:) therefore allowing 15 grs 
for an Hour, the Hour of 1 RPO will be 15 gr.-and R PX the Hour -: 


of x1 willbe 45 gr, diftant from PR the proper Meridian of the Plane: 


And | 


go | | The De(cription of the Hour-lines 


And fo I gather the Inclination of the 


vatitude N. 5 £ 30 


Declinac. 24. 20 


Dis Merid. 30 0 


Alc. Styl. 34 33 
Oilk. Subthe 22 8s 


Hours. Ang. Po,jAr. Pla. 


=—-_--—_—_—_— 


M. EjGr. M,|Gr. 


Ts 8Igo 00/90 ,C 
5 775 Coj64. 42 
6 C150 00/44 30 
7 S145 00/29 33} 
8 4lro ocol'8 = 8 
9 3it5 oof 8 38 
ro =. 2} Meri. |Subftyl. 


Bi Nis ool § 
I2 |30 00/88. 


I 45 O0j}29 
2 ICl6@e 00.44 
3 9175 0064 
4 8lg0 oclgo 


and-North-weft. 


‘t. By the help of a Thred and Plummet I draw a Vertical Line, M 
ferving both for the Meridian of the Place, and the Hour of 12 ae | 

2, In this Metidian Line-I make choice of a Center atC, in the upper 
part of the Line if itbe the South Face, as here we fuppofe ic, that the 


M. 


Seeheeeeeee 


38) 
g 


ete ae 


~reft of the Hour-circles towards this Me- 


ridian, according to their Angles at the 
Pole, as in the fecond Column of this 
Table, o 

Then taking. my Compafles in my hand, 
T extend them from the Sine of 90 gr. unto 
the Sine of 34 gr. 33 m. the height of che 
Pole above the Plane, and find chem to 
reach in the Line of Tangents from 15 gre 
the Inclination of the Hour of rt, to 8 orm, 
38m. forthe Ark of & from the Subftylar, 


and from'30 gr. unto 18 gr. 8 ms. for the 


Hour of 12, agreeable to the chird Prop, — 
and from 45 gr. unto'29 gr. 33 m. forthe 
Hour of ‘ar, and fothe reft, which Ealfo 

fet down in-the chird Column of the Tas 


ble. 


Thefe Arks being thus found, will ferve — 
for the drawiag of the Hour-lines both on » 
the South-weft Face and the North-eaft Face — 
of this Plane, and alfo on eicher Face of che 
like Plane chat hach the fame Declination, and the Poles in che South. caft- 


Style may have room to point downward-: but in the lower part of the 


Line if it bethe North Face of the Plane, for there the Style muft point 
upwards and upon this Center I defcribe an occult Circle,reprefenting che’ 


Declining Vertical belonging to the Plane. 


3. I finda Chord of 18 gr. 8 m. the diftance of the Subftylar from | 
the Meridian of the Place, and infcribe it into thisCircle, from the Me- 


ridian unto A toward theright hand, becaufe in this Example the Meri- 


dian of the Plane falls among the Hours after Noon, (for otherwife it. 


muft have been infcrived toward the left hand) and there I draw the 
Line C A ferving for the Subftytar. : , sae 


4. According to the Table of the Arks of the Plane from the Subfty- 
| | ary 


* an 


be _ jmaVertical Declining Plane. — i 
far, T finda Chord of 8 gr. 38 m. and infcribe ic isto this Circle, from 
the Subftylar toward the Mcridian for the Hourof 3. In like manner 
 aChord of 29 gr. 23 m. for the Hour of 11, and.a Cliord of 44 gr. 
| 30m. for the Hour of 1@; and fo for the reft of the Hours, their Halfs, . 
and Quarters. ; | 


Too <7 


ne 
Ne 


V Ss 


| 


5. Vdraw Right Lines through the Center-and the Terms of sthefe. 
Chords, and thefe Lines {o'drawn are the Hour-lines required... 3 
| Laftly, Tfecup the Sryle over the Subftylar, fo as it may cut the Plane _ 
in the Center, and there make an Angle with the Subftylar of 34.¢r. 
| 33.m, according to the height of the Pole above the Plane ; foit fhall 
| ee ~ reprefent : 


* 
ae 


a 3% cue | 
‘yeprefentthe Axis of t 
Shadow upon the Hour- 


~ rhe Defcription of the Hour lines 
he World, and be truly placed for cafting 
lines in this Declining Plane, © | 


‘A fecond Example. 


of the 


< 


Suppofe another upright Plane in the fame Latitude to decline from 
the Vertical’65 gr. 44 m. with one Face open to the South- eaft, che other 


tothe Norch-weft. Thele 65-gre40 m. would-be numbred from’E unto 


~Q, and from W unto H, and the Plane reprefented by QZH: For f& 
che one Pole will fall at B in che Souch-eaft, and the other-ae D in the 
‘North-weft, according to the fuppofitions The proper Meridian of this. 
Plane may be-fupplied by the Circle BP D, croffing the Plane in the Point 
T, between the Hours of 72nd 8, and chere is the place of the Subfty- 
‘Yar.. The South-eaft Face will contain all che Hours from Sun-rifing unto 
-2 after Noon; and che North- weft Face, all che Hours from I after Noon 


unto Sun-fetcing. 
4. The Angle Z PT, 


10/79 
9164. 
8149 
7134 
6|19 


rf Mane eae 
35 40 
qO 30 
14 jf 
35 §6 


oe 
30.28 
30|16 
3010 
30) § 


5} 4. 30 2 9 
Merid. Substyl. 


Hours. |Ang. Po.|Ar. Pla.! 
M. _E.|Gr. _M. | 


Gr. M.! 


Ta 
16 
42, 

fe) 
I ; 


i 


410 39) 2 
| 3\25 30.6 58 
I 2140 3012 21) 
|i HS$ 30.20 28, 
‘12 {70 3035 $6 

1 11/8§ 3072 .§6. 


Then working‘as before, 
the Inclination of t 


| BS 
he two: Meridians,- will be 


found to be about 7© degrees 30 minutes, — 
2. The Ark PT, the meafure of the | 
Angle: P CT, the height of the Pole above- 
the Plane, and fo the height of the Style | 
above the Subftylar, will be r4gr. 51 9, 
3. The Ark .Z T ‘the meafure of the | 
Angle ZCT, fhewing the diftance of the | 


6 


Subftylar from the Meridian, will be 35 gr. 
-4. The Arks of che Plane between the | 


Subftylar and the Hour-lines, depending 
on the difference of Meridians , which is — 


- here 70 gr. 30 m. or 440. 42 m. (hore of the © 


Meridian, I firft draw a -Table wich three 
Columns, one for the Morning and Evening | 
Hours, another for the Angles at the Pole, 

and the third for the Arks of the Plane, — 
and there write 7 gr. 30 a. by che Hour 
of 12, and place the Meridian and*Subfty- 
lar beeween the Hours of 7 and 8, accord- 
ing as the Poles of che Plane do fall in the 


Diagram. 


Then 


re tsa Wortioal Declining Plant. 3 
' ~The will che Angle ac the Pole between the proper Meridian and the 
Hour of rr be §5 gr. 30m. the Hour of 10 will be 4o gr. 39m. diftanc 
from that Meridian; and che reft in their order : which being noted in 


_ the fecond Column, the Ark of the Plane will be found tobe fuch Num- 
| -bers as [have noted in the third Cclumn. m3 


GE PEP Ee ae es ad ee ERE Nn as SRL RoR ey We ome wer ee 7 oeep 
| 
| 


| 
i) 


| Diagram. 


| A third Example, of a Plane falling near the Meridian. 


After the like manner, if in our Laticudean upright Plane fhall de- 


| Norch-weft, and che other to the South-eaft, we may in fome fort repre= 
| fencice by the Vertical Q ZH, and then working as before, 

| 4. The Angle ZPT, the Indination of the two Meridians, will: be 
found to be 86 gr, 5 m. fothat P T che Meridian of this Plane will here 
| fall between the Hour-circles of 6 and 7 from the Meridian. ap 

_2.-The Ark P T, the meafure of the Angle PCT, the height of the 
| Pole above the Plane, will be onely 3 gr, 6 ms. | 

__ 3. The Ark ZT, themeafure of the AngleZ CT, thediftanceof the 
| Subftylar from che Meridian, 38 gr. 23m. 
4 The Table of the Angles at the Pole 


willbe alfo gathered, by comparing the Me- Latitude - $830 
-ridian of the Plane with the reft of the Declination 85_c 
Hour-circles: For the Angle TPZ, be- |Duft. Merid. 86 5 


tween TP the Meridian of the Plane, PZ Altitude Styl. 93 6 
the Meridian of the Place, andthe Hour of | Dift. Subftyl. 3823 
(12, being 86 gr. 5 m. allowing 15 gr. for 


an Hour, the Hour of 12 £ will be 78 gr. 35 m. and the Hour of rr, ~ 


Jagr. 5 ws. diftanc from the Meridian of the Planes and fo che reft of 
the Hours. Or becaufethe difference of Meridians 86 gr. 5 m. refolved 
‘into Time, makes 5 ho. 44 m. and fo che Meridian of che Plane falls be- 
tween the Hours of 6 and 7 from che Meridian, J] firft place chis Meri- 
dian between thefe Hours, and then taking 75 gr. the common meafure 
for § Hours, out of 86 gr. 5 ms. there remains 11 &r. § m. for the Angle | 


» acthe Pole between the Meridian of che Plane and theHour of 7. Again, - 


} * A = 
‘TD take 86 gr. 5m. out of goer. the common meafure of 6 Hours, -anel 
ee there 


With this Table thus made you may draw the Hour-lines, and {et up. 
_ the Style on either Face of chis or the like Plane, the difference being only - 
_ in the placing of the Subftylar, and that is refolved by the fight of the 


- cline 85 gr. for the prime Vertical, the one Face of ,it being open to che 


Sy, Ge pe a 
Rae 


j hee 
Mick 
i 


34 «The Deeription of the Hla-lines 


TlAn, PolAr. Plalc Jc G| there remains 3 gr. $5 m. for 
Gr. Mi\Gr. M,|in. Par.|In. Par.| the. Angle at the Pole between 
12186 5/38 a3 or o8l79 21 | che Meridian of the Plane and — 


the Hour of 6. To thefe An- 
gles fo found, I allow 15 gr. 


6334 ; _ i sO 8 fcr every Hour, asin the fecond 
roleG) st 36 9 25h Boy Column of this Table. | 
pated > Dnaictate. Piha Es Se ae) - Then having the height of 

940° °§| * 4255 43,4 a] the Pole above che Plane; and — 
826 5| 1 311 3 OS} 2 5) thefe Angles at the Pole, che 
Hie ys “b afe RS NN L 5 ©5} Arks of the Plane between the ~ 
Merid. jSubftyl. | 9 9 3 4 Subftylar and the Hour-circles 
138, §5| o of : 3 will be found as in the third 
453 53| 2 s}4 18) 3 64) re hee found, will 
Me stake heuel efe Arks being found, will 
340 55 ; Ah Ge nclele ferve for the drawing of the 
ei 55 20|12 77} Hour-lines on either Face of | 

I7r 25} 9 10[T8 56116 I) his oy the like Plane | 

178 §5it§ 2831 8227 67 - Bes thes hel . h | 
be a1 a estoastisate \ et t; By the help of a Thred | 


- and Plummet I draw Z Ca | 
Vertical Line, ferving both | 
for the Meridian of the place, and the Hour of 12. | 

2. In this Meridian Line I make choice of a Center inthe upper part _ 
of the Line, if ichad been the Southern Face of the Plane ; but here in | 
C the lower pare of the Line, becaufe we fuppofed itto be the North- 
weft Face of the Plane, and the Style muft point upward: and upon this | 
Center I defcribe an occule Circle; reprefenting che Declining Vertical | 
belonging tothis Plane. ; if -\ alae 

3. finda Chord of 38 gr. 23 m. the diftance of the Subftylar from 
the Meridian of the Place, and infcribe it into thisCircle, from Z inthe | 
Mcridian, unto T coward the left hand, according as the proper Mesidaal 


P T falls in the Fundamental Diagram ; andhere I draw the Line CT 


7 ferving for the Subftylar, 


4. TheSubftylar being drawn, I may infcribe the Chords of the Ark: 
of the Plane from the Subftylar, and draw the Hour-lines, and fer up th 
Style, as inthe former Plane, 


Or the Arksof the Plane from the Subftylar being found as before, w 


may draw the Hour-line, upon the Plane otherwife than by Chords: Fo” 


having drawn the Hour-lines as in the laft Figure, upon Paper or Balt 
boar 


Ree Sa ee A Ce a, RP Mt Cy Poe 


= 


\ 


board, we thall find che moft part of them, in this and fuch like Planes 


_ thac have greater Declination, to fall fo clofe cogether, that they can 


_ hardly bedifcerned : wherefore te draw chem atlarge co the belt advan= 
tige of the Plane, I leave out che Center, and draw them by Tangents, 
_ a31in the Polar Plane, 3 . | 


© 3, I confider the length and breadch of the Plane whereon I am to 
draw the Hour-lines, which I fuppofe to bea Square whofe Side is 36 
Inches, and find chat the little Square A B D E will contain both the Sub- 
‘| ga and all thofe Hour-lines which are required in the great Square 

| 2, ikaw two parallel Lines, FN,G M, croffing the Subftylar at Righg 
_ Anglesin the points F and G,as'they may beft crofs all the Hour-lines,and 
_ yet the one be diftant from the other as far asthe Plane will give me leaves 


Bee 2 and * 


ins a Vertical Declining Planes 2s 


duets ; 
be a0 


 Hourelines, the proportion willhold, 


{cribe an occult Ark of a Circle.. 


(a> er Yee Dp. De RS ad De SERS ee ul SS SORT Bes Os ae bee >” a au FP a ae 
} FIN 35 Ie ; 7 4 3 x A i soe OEY yay YS SS aS Te eae PONS 
\ ri) ee ti ‘ , eta ee oe, q GPM ee © ; 
\ . ' 3 
bak: 


sh 


36. The Defeription of the Hour=lines 


“ad I find by the fight of the Figure, that if A Behe Side of che leffer 1 


Square fhall be 36 Inches, the Line C F willbe abouc 115 Inches, and 
the Line C G about roo Inches,’ and therefore FG rg Inches. Again, — 
thar che Point F will fallaboue 6 Inches below the upper Horizontal Side! 
AB, and about 12 Inchesfrom the nexe Vertical SideBD; for I need ~ 
not here ftand upon Parts, Sal 
3. Becaufe thefecwo parallel Lines are Tangent Lines, in refpect of 
Circles drawn upon the Semidiameters CF, CG, and fuch Tangent as 
belongs to the Arks of the Plane, being between the Subftylar and the 


els the Tangent of 45 gr. : 

istothe Tangent of the Ark of the'Plane : 
So the Length of the Semidiameter, 

to the Length of the Tangent-line. 


As for Example: The Ark of the Plane berween the Subftylar and — 
the Hour of tis1§ gr. 28%. in che former Table, the Semidiameter _ 
CF 115 Inches, and the Semidiamerer CG 100 Inches: Wherefore] 
extend the Compaffes from the Tangent of 45 gr. unto the Tangent of — 
15 gr. 28 ms. the {ame extent will reach from 115 in che Line of Numbers, © 


/ unto 31,82,which thews thelength of the Tangent-line between F in the 


Subftylar and che Hour-line of x to be 31 Inches 82 cen, or parts of 100. 
Again, che fame extent will reach from 100 unto 27,67; andfuchisthe 
length of the leffer Tangent from G to the Hour of 4. — 
The like reafon holds for the length of che other Tangents from the 
Subftylar co the reft of the Hours, asin the Table; as alfo for che height — 
of the Style above thefe Tangent-lines: and fo the Angle of che Style 
above the Plane being 3 gr. 6 m, the Height F K will be found to be 6 In- 
ches 23 cent. and the Height GL § Inches 42 cent. | 
Where the Reader may obferve, thacif the extent from the Tangenc of 
45 gr. tothe Tangent of 3 gr. 6 m, orto11ys in the Line of Numbers, 
be roo large for his Compafles, he may ufethe Tangent of 5 gr. 43 m. in 
ftead of che Tangent of 45 gr. as I noted before. | a | 
4.Having found thefe Lengths.and Heights,and fet them down in a Ta- 
ble, I come tothe Plane here refembled by the Iefler Square A BDE, 
where I begin with an occule Vertical FH, about 12 Inches from the Side 
BD, and upon the Center F, about 6 Inches below the Side AB, des 


Me | 


S. Into if 


Pe iP oo he Ba ao BAe le gk sae i Ae Daan 3 fh tie | baa he Ohad aie) = oe Oras Be ae ar 
pili Be, ' Fr ‘ C A “2 : A ay 
: 7 = 1 4 * 5 : a f ue A 


5+ Intothis Ark I firft infcribe a Chord of 38 gr.23 mw. the diftance 
of the Subftylar from the Meridian, to make the Angle H F G equal to 
the Angle Z CT; fo the Line FG fhall be the Subftylar : and then ano- 
‘ther Chord of §t gr. 37 a. the Complement of this Diftance, to make 
‘upthe Right Angle GFN ; fo the Line FN {hall be the greater of the 


__ 6. I fet off 15 Inchesfrom F unto G toward the Center, and through 

G draw the leffer Tangent-line G M, parallel to the former. 

7. Thefetwo occult Tamgent-lines being chusdrawn, E look into the 
former Table for the Hour of 1, and there findthe Ark of the Plane-be- 

- tween the Subftylar and the Hour of t to be 1§ gr, 28 a. and the length 


Teffer Tangent-line 27 Inches 67 cent. wherefore I take out 31 Inches 
82 parts, and prick chem down inthe greater Tangent from F toN, and 
‘then 27 Inches 67 Parts, and prick them down in the leffer Tangent 
from G to M, and draw the Line MN for the Hour of 1, which if ic 
‘were produced, would crofs che Subftylar F Gin the Center'C, and there 
make the Anele FON 1g gr. 28%. The like Reafon holdeth for the 
drawing of all che reft of che Hour-lines, 


FK may be 6 Inches 23 cent. and the Height G L 5 Inches 42 cent. then: 
fhall K L reprefene the Axis of the World, and if it were produced, 
_ would crofsthe Subftylar F G in che Center C, and there make the An- 
‘gle F CK to be 3¢r. 6 m. and fo be truly placed forcafting of the Sha- 
\dew upon the Hour-linesin this Declining Plane, 


CHAP. VIII. 
To draw the Hour-lines in a (Meridian Inclining Plane. 


i : 

_A LI thofe Planes wherein the Horizonral Line isthe fame with che 
£X% Meridian Line are therefore called Meridian Planes: if they be 
right to the Horizon, they are called by che general name of Meridian 
‘Planes, without farcher addition, and are defcribed before : if they lean 
‘tothe Horizon, chey are chen called Meridian Incliners. : 

| Thefe may incline either to the Eaft part of the Horizon, or to the 
Weft, and each of them hath two Faces, che upper towards the Zenith, 


{ 
i] 


j 


the lower towards the Nadir, wherein knowing the Latitude of the 


| ieee ‘its a Meridian Inclining Plape; iy 
two Tangent-lines before- mentioned. ie 


belonging to it inthegreater Tangent-line to be 31 Inches 82 cen?. in the» 


 Laftly, I fet up the Style right over che Subftylar, fo as the Height. 


Place,. 


ee 


ie 38 The Defcription of the Hour-lines 


SR Mia oe Moet URE) SA NEUTER” TSS 2 3 Ste yma RS Can aL a a A 
: Goon as * kd TS te . Te - “ait 


Place, and the Inclination of the Plane to the Horizon, we ate to com: 
fider,’. - i Va 
1, The Inclination of che Meridian of the Plane co the Meridian of 

the Place. aR 

‘a. The Heieht of rhe Poleabove the Plane. 

3. The D.ftance of the Subftylar from the Meridian. - 

4. The Diftance of each Hour-line from the Subftylar. 

And all thefe four are reprefented in the Fundamental Diagram, as in 
this Example. a 

In our Latitude of st gr. 30m. a Meridian Plane inclinech Eaftward 


50 gr. thefe go gr. I number in the Vertical Circle from E unto G, ac 


cording to the Inclination of the Plane, and there draw the Ark $GN 
reprefenting the Plane propofed. Again, 1 number §0 from Z unto K, | 
{o the Point K (being 90 gr. from the Plane at G) fhall be che Pole of 
this Plane, and the proper Meridian of this Plane may be fupplied by a 
Circle drawn through KandP. This Meridian doth here fall berween | 
cheHoursof 4nd 5, and croffing the Planeat Right Angles in the Point | 


V, inthe Right Line C V hall be the Subftylar, and the Angle PCV | 
the height of the Style above the Plane, and Right Lines drawn from 


the Center C to the Interfections of the Hour-circles wich § G N hall be » 
the Hour-lines here inquired. The lower Face of the Plane will concaifi, 
all the Hour-lines from Sun-rifing unto 11 in the Morning, and the uppet | 
Face the Hours from g in the Morning unto Sun-fetting. Then haveLa | 
Reétangle Triangle P V N, wherein the Bafe P N is the Height of the Pole — 
above the North part of the Horizon, and the Angle PN V the Comple. _ 
ment of the Inclination to the Horizon: And thefe being known, A | 

1. I may find the Angle NP V of Inclination of the two Metidi- 


ans: For, 


eA: the Cofine of the Latitude, 
is to the Sine of 90 gr. : 
Sothe Tangent of Inclination to the Horizon, 
to the Tangent of Inclination of Meridians. 


Extend the Compafies from the Sine of 38 gr. 30%. the Complement: 
of the Latitude, unto the Sine of 90 gr. the fame extent will reach from: 
the Tangent of 50 gr. 0 m, the Inclination of che Plane to the Horizon, 
unto the Tangent of 62 gr. 2§ m.and {uch isthe Inclination of the Me- 
sidian of the Plane to che Meridian of the Place; which being refolved: 

- inte 


/ 


into Time, doth give about 4 he. and 10 #. from the Meridian, for the 
placeof the Subftylar among the Hour-lines. | 


; 


_ 2, The Height of the Pole above the Plane is here reprefented by the 
quantity of the Ark of the proper Meridian P V between the Pole and the 
Plane, and may be known by that which we have givenin the former 


Triangle PV N. For, 


eA the Sine of 90 gre 

to the Sine of the Latitude: 

So the Co-fine of the Inclination to the Horizon, 
to the Sine of the Height of the Pole above the Plane. 


Extend che Compaffes from the Sine of 9@ gr. unto 51 gr. 30 m. the 
Sine of the Latitude, the fame extent will reach from the Sine of 40 gr. 
the Complement of the Inclination of the Plane to the Horizon, unto the 
‘Sine of 30gr.12m, Or; | | 


_ eAss the Sine of 90 gr. 

ta the Co-fine of Inclination of Meridians: 

! So the Tangent of the Latitude, 7 
| | tothe Tangent of the Height of the Pole abowe the Plane. 


_ Extend the Compaffes from the Sine of go gr, unto the Tangent of 
| gi gr. 30m, the Latitude of the Place, thé fame excent will reach from 
the Sine of 27 gr. 35 m. the Complement of the Inclination of the two 
| Meridians , unto the Tangent of 30 gr. 12 m. And fuch 1s P V the 
| Height of the Pole above the Plane, and fach muft be the Height of the 
Style above the Subftylar. | 

3. The Diftance of the Subftylar froma the Meridian is here reprefented 
by NV che Ark of the Plane between the two Meridians, and may be 
found by that Which we have given at the firft in che former Triangle 

PVN. For, 


ets the Sine of 90 gr. : 
to the Sine of the Inclination to the Horizon : 
Sothe Tangent of the Latitude, 
to the Tangent of the Swbftylar from the (Meridian. 


in a Meridian Inclining Plane. or gest 


Extend the Compafies from the Sine of 90 gr. unto the Tangent ef 
Sl gr. 


ger ier 
ee ra 
ro 4 i . 


oy rs 


MED Os: The Defeription of the Hour- lines ee: 


FS RT RHE RG Ah A ND mae Beem OM OR AIRES IN. ie. Ngee Prim (Wey eC Nes a ry 3 aS: tea 2) PP ey, 
er Oka ok) liad Sie ay DMRS SR MO RRR ne ill FHL PAL 6 6 8 LS etd he aS 
~ 


* 


§t gr. 30 m.the Latitude of the Place, the fame extent will reach from’ 
the Sine of so gr. the Inclination of the Plane to the Horizon, unto the 
Tangent of 43 yr. $5 m. -And fuchis the Ark N V, the diftanceof the - 


Subftylar from the Meridian. ue’ tg . fd 
4. The Diftances of che Hour-lines from the Subftylar are here alfo © 
reprefented by chofe Arks of the Plane which are here intercepted between | 
the proper Meridian and the Hour-circles, and may be found by that : 
which we have given in the Triangles made by the Plane, with his proper 
Meridian and che Hour-circles: For the Angleat V, between the Plane | 
-and che proper Meridian, is well known to be a Right Angle, and the Side 
PV is che Height of the Pole above the Plane, and the Angles ac the 
Pole between the proper Meridian and the Hour-circles are eafily gathered — 
. ~ into. a Table. The Angle V PN becween ~ 


Latitnd 5t 30 V P the proper Meridian of the Plane,and) 
Inclinac. JO Oo P N the general Meridian of the Place, bee - 
Dit Merid. 62 25 ing 62 gr. 25 m. the Angle between the pro= ! 


Ay 4 
Alt. Scyl. per Meridian and the Circle of the Hour of © 
Dif. Subtt a "2 rt will be 77 gr. 25 m. and the Angle bes - 

Ang, Po,JAr. Pla. longing to the Hour of 1,47 gr. 25 a, and — 


Hours. (qr Gis fo the reft of the Anglesac the Pole. Then | 


» 
I | oe a y bo the Sine of the Height of the Pole 
2 a 33 [7 a | above the Plane : pa | 

3 17 ae i 43 So ibe Tangent of the Angle at the Pole, 
a 2 25) 1 13 to the Tangent of the Hosr-line from | 
Merid. |S abftyl. the Subftylar. i | 
5 27 ¥ < Ag Wherefore I extend the Compaffes from 
Bagh els. Bat 8 the Sine of 90 gr. unto the Sine of 30 gre | 
8.157 35/38 23 12 m. the Height of the*Pole above the © 
9 172 35158 3 Plane, and | find the fame extent to reach 
10 {87 35!85 12179 the Line of Tangents from 77 or. 25 me 
re 9) SS nto 66 gr. 4m. forthe diftance belonging — 


to the hour of a1 and from che Tangent — 
of 62 gr.25 m. to 43 er. §§ ms. for the Hour of 12, as when I found 
che diftance of the Subliylar from che Meridian: And fo for che reft of — 
she Arks of the Plane between she Subftylar and che Hour-circles, as in 
she Table. | Pe. | 


Thele 


+ eee 


(a ina Meridian Inclining Plants, 4 
 Thefe Arks being thus found, will ferve to draw the Hour-lines on 

either Side of chis Plane: But fuppofing it to be the upper fide, _ 

|. I draw che Horizontal Line CN, ferving for the Meridian and 

Hour of 12. ne 

| ~ UE Bin 

\ “3 at AN 1a 
dr < NY , 


a XY ‘ 
) 2. In this Line I make choice of a Center at C , and thence de- : 
feribe an occult: Ark of a Circle reprefenting the Plane propofed. om 
|, 3+ Efind a Chord of 43 gr. 55 m. the diftance of the Subftylar from 
the Meridian, and infcribe icinto this Circle from N unto A, according, 
as I find the proper Meridian P ¥ to fall in the Fundamental Diagramy . vi 
and there Ldraw the Line C A ferving for the Subftylar. a 


INS Fae 


SP Ties ee ea Se ee oe ae 
sat te ast Hee eae SPE tae A ee BED Ee 
> 


Cs Phe Deferiptian Of the Blowin iy 
- 4: The Subftylar being drawn, I may infcribe the Chords of the Arks. 


_ of the Plane from che Subftylar, and draw the Flour-lines, and fet up the. 
Style, asin cheformer Planes. ba bl 
ef i 


CHAP. IX. 


a 


Yo draw the Hour-lines in a Polar Declining Plant. 


_ PRP Hole Planes wherein a Line may be drawn parallel tothe Axis of the - | 
1 World are called Polar Planes, becaufe that Line pointeth unto the: 
OT Poles; andthefe Planes are always parallel to fome one of the Hour-cit- 
: cles. If chey be parallelto the Hour of 6, they are called Dire Polar 
Planes: if to the Hour of 12;they.are called Meridian Planes; and both 

thefe are defcribed before : if to any other of the Hour-circles,. they are 

~ then called bythename of Polar Declining Planes, becaufe of their ins 
clining to the Pole, and declining from the Vertical. , 
Thefe kind of Planes maybe knownin this fore: Firft, confider the- 
Tnclinarion of the Plane to the Horizon, which in thefe parts of the World” 
muft always be Northward, and more than the Latitude of the Place? 
Then find the Declination from the Verticals Thefe two being knowm)’ 
if the proportion hold, ) 


3 ds the Sine of goer: a 
, to the Co-fine of the Declination « i} 
So the Tangent of the Declination, 
te the Tangent of the Latitude, 
"a itis then a Polar Declining Plane 5 otherwife not. 
For example: In our Latitude of §1 gr. 30m. a Plane: is propofed 
declining from the Vertical 65 gr. 40 m..and inclining Northward 7Pgrs 
51 m.the upper Face being open to the South-eaft, and the lower to the 
North-weft. If Inumber thofe 65 gre 40 min the Horizon of the Fun 
damental Diagram from EuntoQ, and draw the Line HC Q3 it thal 
reprefent the Horizontal Line of the Plane: then croffing it at Righ; 
Angles with the Plane BZ D drawn through the Zenith, I aumbe: 
qigr. 51m. for the Inclination from Dounto R, and there draw th. 
CircleH R Q; this Circle fo drawn thal reprefenc the Plane propofed 
and becaufe iralfo pafleth through the Pole, icis cherefore a Polar a. 
, Li 


‘ 
> _ 
SS 
iii a in 


ae in 4 Polar Dechwing Plane. 4? A 
| But for farther trial, I extend che Compaffes from the Sine of 90 gr. to the | 
| Sine of 24 gr. 20m. the Complement of the Declination, and I find 
the fame Extent co reach from the Tangent of 71 gr. 51 m. the Inclina- 
tion propofed, unto the Tangent of 51 gr. 30 m. whichis the true Lati- 
tude of the Place ; and therefore it is a Polar Plane. ik 

| Again, I number the Inclination of 71 gr. 51m. inthe Circle BZD 
from Zunto M, fo this point M will fallar the meeting of B Z D with 
‘the Equator, and being gogr. fromthe Plane at R, it fhallbe the Pole 
of this Plane; anda Circledrawn through M and P will be the proper 

| Meridian of this Plane. This Meridian M P here falling on-the Hour of ~ 
8, doth give MP Z, the Angle of the Inclination of Meridians, to be 
\4, Hours, ox 60 Degrees 5 then croffing the Plane at the point P, it (hews 
ichat the Subftylar fhould be CP, and be placed at the Hour of 8, Bue 
\becaufe P is-che Pole, and C P the Axis of the World wherein all che 
\Hour-circles do méet, and fothere would be no diftinGtion between the 
lAxis, the Subftylar, and the Hour-lines, I now fuppofe the Plane in a 
parallel to the Circle HRQ., according to the diftance that I would have 
beeween the Axisof che Style and the Subftylar, then will che Style be 
paral tothe Plane, as appearsin the Fundamental Diagram. 

Here then the Style will be parallel to the Plane, and che Hou-lines 
parallel one to the other, asin the Meridian and Direct Polar Planes. Yee 
that we may better know how te draw the Hour-lines, and where to place 
the Style, we are coconfider, 


i 


. nee a 
i. et ; 
oe. ple os os eT : 
Ped Oe en” ops yO em ae en en CORN eas 


u, Lhe Ark of the Plane between the Horizon and the Pole. ae 


In a Meridian Plane, the Ark becween the Horizon and the Pole,which — 
reprefents the Ark between the Horizon and the Hour-lines, is always 
equal tothe Latitude of the Place; ina direct Polar it isan Ark of 90 gre 
‘in thefe Declining Polars it is greater than the Laritude, and yet lefs than 
gogr. This Arkis herereprefented by PQ. and may be known by ree 
folying the Triangle QN P, or PRZ. 


As the Sine of 90 gr. 
a3 to the Co fine of the Latitude: 
_ So the Sine of the Declination, - 
| . tothe Co-fine of the Ark between the Horizon and the Pole 


_ Extend the Compafies fromthe Sine of go gr, unto the Sine of 38 fre 
Frf 2 Dhaere 30 re 


ge age ~ f. a. 
‘a 6 Ue ea Rata aan 1 ene as i ia Piss a i CES AERC PRN Gann NTR ake Soa CP een a 


44 The Defeription of the Hour-lines- ae 
30 w, the Complement of the Latitude, the fame extent will reach from 
the Sine of 65 gr. 40 m, the Declination propofed, unto the Sine of 

34.7. 34 m, whole Complement is 55 gr. 26m, the Ark of the Plane. 
required between the Horizon and the Pole, nO 

ay Or, 4 the C o- fine of Inclination to the Horizon, | 

me to the Sine of 90 gr. 

ae | Sothe Co-tangent of the Declination, 

ao tothe Tangent of the Ark, between the Horizon and thé Pole.. 


: And fo extending the Compaffes from the Sine of 18: gr. 9 m, the Come 

| plement of che Inclination to the Tangent of 24 gr. 20 m, the Comple. 
ment of the Declination, the fame extent doth reach from the Sine of 
90 gr.unto the Tangent of 55 gr. 26m. And fuch is QP the Ark of the 
Plane between the Horizon and the Pole, the meafure of che AngleQ CB 

__-beeween the Horizontal Line and the Subftylar. 


ae 2, The Inclination of the Aderidian of the Planetothe Ad&eridian of whe 
ah gan Place. | 


Fhe Subftylar ina Dire& Polar Plane is always the fame with che 

P Hour-line of 12 ; ina Meridian Plane it is the fame with the Hour-line | 
: of 6 in thefe Declining Polarsit muft be placed between 12 and 6, ace 
E cording to the Inclination of the Meridian of the Plane to the Meridian 


of the Place, which ishere reprefented by MP Z,. the Complement of, 
the Angle R PZ, and thus known. | Va 


| 
7 a 
As the Sine of 90.2. il 
to the Sine of the Latitude’: 
So the Tangent of the Declination of the Plane, 
- tothe Tangent of the Inclinatton of Meridians.- 


Extend the Compaffes from the Sine of go gr. to the Sine of 5 grs 
30 m.the Latitude of the Place,the fame extent will reach from theTangent 
of 65 gr. 40m. the Declination propofed,' unto the Tangent of 60 gr. 
| and fuch is the, Angle of Inclination between the Meridian of the. Place 
iM. and the proper Meridian of the Plane, which refolved into Time, doth > 
: make four Hours; and fo the Subftylar muft here be placed upon che Hour 
of 8 inthe Morning. wiht : ie | 
is 


a“ 


Oe ee 


Wa 


This Angle being known, the reft of the Aneles at the Pole are eafily 

gathered: For if che Hour of 12 be 60 gr. diftan: from the Meridian of 
the Plane, the Hour of « willbe 75 gr. and the Hour of 11 will be 45 gre 

diftant, andthe reft of che Hours, asin che Table following. Then co- 

ming to the Plane, : 

__ 1,.1 draw-an occult Horizontal Line HQ, wherein. I makechoice of a 
Cenerat H, and defcribean occult Circle for the Horizon of the Plane. 

2» I finda Chord of §§ gr. 26..and infcribe it into this Circle from. 
Q ynto B, according to the fituation of the Plane; fothe Line HB thall 

‘bethe Meridian of the Plane, and therefore the Subftylar; and the Line 
AC, crofling it at Right Angles, thall be che Equator. / 


h 
| 
) 
it | F 
- CONGO BOLANG UNOS TAIT A NTGNG TUG SO RAINED O20 WETS ane a0 UAGRARAARSI AGA» Wore » bis 
es A 5 : X 

) ‘ 
| ’ : Ix 


__ 3-Tconfider the length of the Plane, and how many Hours 1 am to 


_ draw upon it, that:fo I may proportion the Height of the Style’; and I 


find by the Fundamental Diagram, and the former Table, that ic will 
, i contain 


I \ 


| 
| 


ina Polar Declining Plane.’ 4S 


il 


46 The Defcription of the Hour-lines 


contain all che Hours from Sun-rifing until ic be paft x after Noon: and _ 


therefore the Meridian of the Plane falling on the Hour of 8 in the morn= 


ing, there will be four Hours on the one fide, and’five oa the other fide 
of theSubftylar. But in all Polar Planes the height of the Styleabove the 


Subftylar muft be equal to the diftanceof the third Hour from the Subfty- 
far, or about F of the fourch Hour, or little more than + of thefifth Hour, 
aad thereupon I allow the height of this Scyle to be equal to C B, whica 
youmay fuppofe to be ro Iuches. ca. 


4+ Becaufe the Equator-A Cis a Tangent-line;in refpe& of the Radius : 
BC, and the pares thereof are fuch-as belong to the Angles between‘the - 
Meridian of the'Plane and the Hour-lines, which Angles are fet down in 


the Table following, Imay find the length of each feveral ‘Tangenc in | 


this manner. 


As the Tangent of 45 gr. 
is tothe Tangent of the Hour: - 
Sethe Parts of the Radius, 

tothe Parts of the Tangent-line, 
‘|Latitude sl 30 “The Angele AB C between the Meridian 

Declinat, 65 40 

Inclingt, -971 ~5t 

Diff. Merid, 60 0 
\Dift, Subft. 55 20 | 

_ |Angs Po.(= Fang. 

*|Gr. Mtn. Far, 


reach from fo in the Line of Numbers, unto. 


~ seafon holds for the reft of the Hours. 


| Merid. |Subityl. .,  -Thefe Lengths being chus-found and {et 
9 |FS oo] 2 68) ; 


of thePlane and theHour of 43, the Merie _ 
, dian-of the Place, is Go gr. in che former. 

Table, and the Radius BC is fuppofed co. 
be 20 Inches whereupon I extend the 
Compaffes from the Tangent of 45 gr. unto 
the Tangent of 60 gr. the {ame extent will | 


“down in the Table, I take out 17 Inches 
+32 cent, and prick them in the Equator from 
C unto A for the Hour of 12, and 37 In- 


q 


17.32, which fhews the length of the Tane 
gent AC, betweea the Subftylar and the — 
Hour of 12, to be 17, 32cent. The like | 


0 OO17 32) ches.32 cent. and prick chem down for the © 
T 475 0037 = =32% Hour of r: And fo the reft of the Hour- 
2 490 oollnfinie. | 3 


points. 


6. This done ‘ if I draw Right Lines 


through | 


| 


) 3. The Ark of the Plane between the Horizon and the Meridian- : 


i 4 isi wtih 
| ie ine Declining Inclining Planes - ee, 
through each of thefe Points, croffing the Equator at Right Angles, they 
“fhall be the Hout: lines required: And if T fet the Style over. che Subfty- 
Tar, fo as the edge of it may be parallel ro the Plane, and the height of ic 
be roInches, equal to the former Radius B C, ic fhall reprefent the Axis 


| of the World, and be truly placed for cafting of the Shadow upon the 
|" Hour-lines in chis Declining Polar Plane. | 


To draw the Honr-lines ina Declining Inclining Plants 


| [' a Plane thall decline from the prime Vertical, and incline to the 
| Horizon, and yet not lie even.with the Poles of the World, itis then 
called a Declining Inclining Plane. : . 
OF thefechere are feveral forts 5. for the Inclination being Northward, 


| the Plane may fall beeween the Horizon and the Pole, as the Circe BMD 


BED; orthe Inclination maybe Southward, and fo be reprefented by 
BED: it may alo fall either below the Interfe@ion of the Meridian and 


| the Equator, or above it; and each of thefe hath two Faces, the upper - 
| toward the Zenith, and the lower toward the Nadir; wherein having 
| the Latitude of the Place, with the Declination and Inclination of the.. 


| Plane, we are further co confider, 
4, The Ark of the Meridian between the Pole and the Plane. 
2. The Inclination of the Plane to the Meridian. 


, 


4, The Angle of Inclination between both Meridians. 
_. g« TheHeight of the Pole above the Plane. 
6+ The diftance of theSubftylar from the Meridian. 
9. Thediftances of each Hour-line fron the Subftylar. : 
And all thefe feven may be reprefented in the Fundamental Diagram, 
asin chis Example. 
— Inour Latitude of 5 gr. 30m. a Plane is propofed declining from the 
Vertical 24 gr. 20 m, and inclining Norchward 36 gr. the upper Face 
"lying open to the South-weft; the lower to the Norih-eatt. If T number 
thefe 24 pr. 207, in the Horizon from Eto B, and there draw the Line 
BCD, 1c thall reprefent the Horizontal Line of the Plane : Then crof- 
fing it at Right Angles with the Plane HZ Q drawn through the Zenith, 
' | | I 


jn the Fundamental Diagram; or between the Zenith and the Pole, as. 


ate 
us 
e 
: 


ut 


4s The Defeription of the Hour-lines th 
I number 36 gr. for che Inclination from Q_unto M, and there draw — 
the Circle BMD, croffing the Meridian in the Point 4; this Circle fo — 
drawn hall reprefencthe Plane propofed :-and becaufe ic doth not pafs 
through che Pole, is therefore no Polar, but an ordinary Declining In- 
clining Plane. iN | ! - 

1. The Ark of the Meridian of che Place between the Pole and the 
Plane is here xeprefented by P 2, and may be found by refolving che Tri- 
angle D N «,. wherein the Angle at N is known to be aRight Angle, che 
Angle at D is the Angle of Inclination, the Side DN the Complemenec — 
of the Declination; which being known, : 


As the Sine of 90 gr. 
‘to the Co-fine of Declination’: = 
So the Tangent of Inclination to the Horizon, | na 
to the Tangent of the Ark, of the (Meridian between the Horie 
zon ang the Plane, , 7 | y | 


Extend ‘the Compaffes from the Sine of 90 gr. unto the Sine of 65 gre 
40m. the Complement of the Declination, the fame extent will reach 
from the Tangent of 36 gre the Inclination propofed, uncothe Tangent’ 
of 33 gr. 30 m. and fuch is the Ark of the Meridian N 4 beeween the 
Horizon and the Plane. This Ark Na being compared wich the Ark _ 
NP, which isthe Elevation of the Pole above the Horizon, andis here | 
fuppofed tobe 51 gr.30 m. the difference N 4 cometh to 18 gr. and fuch 
‘is the Ark of the Meridian required between the Pole and the Plane. 

2. ‘The Inclination of: the Plane to the Meridian is here reprefented by 
the Angle Naz D, and may be found by chat which we have given inthe - 
‘former Triangle DN.4. For, 


As the Sine of 90 gr. | 
to the Sine of the Declisation from the Vertical : 

So the Sine of /nelination to the Horizon, 
to the Co-fine of Inclination of the Plane to the (Meridian. 


Qo — 


Extend the’ Compafies from theSine of 90 gr. unto the Sine of 24 gn, 
20.%.the Declination of the Plane, the fame extent will reach from the 
Sine of 36 gr. the Inclination given, ‘unto the Co-fine of 76 gr. and fuch” 
is N a Dthe Angle of Inclination between che Plane Dz and N athe Me- 

ridian of the Place. Or, | a) 
As 


a a ™ 
_ = 
x 


Pao ee ee ‘ an 


“4s the Sine of the Ark of the Meridian between the Horizon and the 
Plane, ik £ 
is to the Sine of 90 er. 
So the Co-tangent of the Declination, 
to the Tangent of Inclination of the Plane to the Meridian. 


7 Extend che Compafles from the Sine of 33 gr. 30». the Ark of the 


_ Meridian between the Horizon and che Plane, unto theSine of go gr. the 
_ fame extent will reach from the Tangent of 65 gr. 40 9. the Complement 
_ of the Declination, unto the Tangent of 677. and {uch isthe Inclination 
of the Plane tothe Meridian, the fame as before. aire F 


3. The Ark of the Plane between the Horizon and the Meridian is here 
reprefenred by D 4, and may alfo_be found by chat which we have given 
in the former Triangle D N z. 


eAss the Co-fine of Inclination to the Horizon, 
is to the Sine of 9@ gr. 
So the Co-tangent of the Declination, 
to the Tangent of the Ark of the Plane from the Hurizon to the 
Meridian. | 


Extend the Compafies from the Sine of 54 gr. the Complement of the 


| Inclination of the Plane to the Horizon, unto the Sine of 9® gr. the 
| fame extent will reach from che Tangent of 65 gr. 40 m. the Com- 
' plement of the Declination, unto the Tangent of 69 gr. 54m And 


tuchis Dia the Ark of the Plane between the Horizon and the Meridian 


of the Place. : . 


4. The Inclination of Meridians is here reprefented by the Angle 2b P.’ 


~ For having drawn the proper Meridian bP k, or let down a Perpendicular 
Pb fromthe Pole unto the Plane, this Perpendicular fhall be the Meridian 


of the Plane, and we fhall have another Triange 4b P, wherein the Angle 


at bisa Righe Angle becaufe of the Perpendicular,the Angle at 2 is the In- 


_ clination of the Plane to the Meridian of the Plage, and che Side P a is the 


Ark of the Meridian between the Pole and the Plane; which being known, 


As the (0-fine of the Ark of the Miridian letween the Pole and the 
Plane, 

. is tothe Sine of 90¢r. 3 

Gge So 


jn a Declining Inclining Planes gg 


RN, eA 7 RT AW Py) A ea DA a 2 ON ee | ‘a ee (a0 ee 
\ ‘ Set ) We : Shr wre x Lie a af 5 Tie hi Aa ie de ab VOU Gals he 
¥ mt Oy . Mey, M 


5 ee ht ie ys 
? Ne ‘ fee We s , . 7 es & 
, 


$0 The Defeription of the Hour-lines 

So the Co tangent of the Inclination of the Plane to the Meridian, 

go the Tangent of Inclination of the Meridian of the Plane tothe — 
«Meridian of the Place, that is, the Angle at the Pole between 
thetwo:Meridiante ie ae 


+, 
mil! | 


Extend the Compaffes from the Sine of 72 gr. the Complement of the — 
‘Ark P 4 between the Pole and the Plane, unto the Sineof 90 gr. the fame 
excent will reach from the Tangent of 14 gr. the Complement of the In- 
clination of the Plane to the Meridian, unto che Tangent of 14 gr. 41 
-And {ach is the Angle a Pb of Inclination becween the Meridian of the 
_ Place and the proper Meridian of the Planes which refolved into Time, _ 
doth make about 59 m. and fo the Subftylar muft here be placed near the 
Hour of 1 after Noon. 

“g. The Height of the Pole above the Plane is here reprefented by Pb 
the Ark of the proper Meridian between the Pole and the Plane, and may. 
be found by that which we have given in the Triangle 4b P. For, 

As the Sine of 90 gre ‘a 
to the Sine of the Ark of the Meridian of the Place between the 
Pole and the Plane: ‘ 

Sobhe Sine of Inclination of the Plane to the Meridsan, 
to the Sine of the Height of the Pole above the Plane. ie 
Extend the Compaffes from. the Sine of 90 gr. unto the Sine of 18 ord 
the Ark Pw of the Meridian of the Place from the Pole to the Plane, the 
fame extent will reach from the Sine of 64 P the Inclination of the Plang _ 
to the Meridian.of thePlace, unto the Sine of 17 gr.26m Ory, : 
Ass the Sine of 90 ge q 
to the Co-fine of Inclination of Aderidians : e | 
So. the Tangent of the Ark of the Meridian. of the Place between the 

Pole and the Planes | , ‘| 

tothe Tangent of the Height of the Pole above the Plane, 


Extend the Compafies from: che Sine of 90 gr. unto the Sime of 75 gre 
g.m. the Complement of a Pb the Inclinacion of che cwo Meridians, — 
the {ame extent will reach from. the Tangent of 18.gr. the Ark P a of the. 
general Meridian between the Pole and the Plane, unto the Tangent | 
of 17.gr. 26 m. And fuch is Pé the Height of the Pole Poe the - 

| Plane >: 


tied 


; Fie » ed ATMA tas Vi ae, ee Oe eye ‘ oF ' ’ 7 
‘ wy : 7 i Sar hes 
64 a ee Ny § / at 


ae ap ti 


> - 4aa Declining Inchining Planes Be 


Plane; and fuch muft be the Height of the Style above the Sub(tylar. 


| gogreunto the Sine of 14 gr. the Comple- | Declinac. 24. 20 
meat of bP che Inclination of the Plane jInclin.N. . 26 0 
to the Meridian, che fame extent will reach [Al-Mena. 6g ca 
| from thé Tangent of 28 gr. the Ark of the Dif, Metid a ve 


Plane, unto the Tangent of 4 gr. 30m. /Nift,s 

And fuch isthé Ark of the Plane between Subic A130 
the rwo-Meridians; and fuch mult be the _ | Hours. | bere sus 
|, Diftance from the Hour of 12 to the Subs {_ Gre M\Gr. M. 


- thofe Arks of the Plane which are intercepr- 


“Hour-circles: For in théfe Triangles, the 
| Angle at bbecween the Plane and the pro- 
per Meridian is a Right Angle, the Side P é 
qs thé Height of the Pole above the Plane, 
and then the Angles at the Pole berween the 
_ proper Meridian and the Hour-circles being 


gathered intoa Table, 


6. This Diftance of the Subfiylar from the Meridian of the Place is 
here reprefented by 2b the Ark of the Plane between the two Meridians, 
and may be found by that which we had given at the firft in the former 


Triangle bP. For, - - | 


'As the Sine of 90 gt. 
to the Co-fine of the Inclination of the Plane tothe Meridian : 


Sothe Tangent of the Ark of the Miridian of the Place between the 


Pole and the Plane, 
nnto the Tangent of the Sabjtylar from the Meridian of the Places 


Extend the Compafles from the Sine Of Laricude 51 30 


general Meridian between the Pole and the j},, Styl 17 26 


LA ‘ 


ftylar. f vA | 
9. The Diftances of the Hottr-lines from 8174 4147 35 
the Subftylar are here alfo reprefenred by 9 9 41/27 


ed becween the proper Meridian and the Ir 29 41) 9. 41 


Oo Ig| 0 


_ As the Sine of 9° gr. 
"to the Sine of the Heightof the Poteabove the Plane-s 
 Sothe Tangent of the Angle at the Pole, 
£0 the Tangent of the Hoar-line from the Subffylar. 


Ggg2 Extend 


us ( 89 41/58 §7/| 


52 ) The Defcription of the Hour-lines 


reach from the Tangents of 14 gr. 41 m, the Angle ac che Pole belong- 


ing co the Hour of 12, unto the Tangent of 4¢r. 30m. for the Ark of che s 
Plane between the Sub{tylar and the Hour of 125 and from the Tangent 


of 29 ¢r. 41 m. unto the Tangent of g.gr.41 m. for the Hour of 11; 


And {o for the reft of the Arks of the Plane becween the Subftylar and 


the Hourelines,. as in the former Table. | 


Thefe Arks being thusfound, will ferve for che drawing of the Hour- 
- Lineson either fide of che Plane: but fuppofing it to be the upper fide, I. 
confider how the Lines do fall inthe Fundamental Diagram, and ac-_ | 


cordingly, 


Ow — 


r L SS 


mi i igs wr an TE We eS po laacas 


i 


ta [draw an occult Horizontal Line D D, wherein I: make choice ‘ ; 
P \ ' C 


i | 


Extend the Compafies from the Sine of 90 gr. unto the Sine of 17 gre | 
26 m. the Height of the Pole above the Plane, the fame extenc will — 


- 


<a 
+ | 
iS 9s 


Me Re ee et wk Ca 
MA Declining meclining Planes 5 ? 


| the Cencer,G, and thence draw an occult Circle for the Horizon of the 
Plane. 


Horizon and the Meridian, and defcribe into this Circle from Dunto 
| a@y andthere draw che Line’ Ca for the Hour of 12, | 


3. I finda Chord of 4 gr. 30m. the Ark of the Plane between the 


two Meridians, and inferibe it into this Circle from aunto 6, and there 


| 
> || 


~~ clination, wit th the Angle of Inclination to 
the Horizon at D, and the Right Angle at 
_N, thefe former CiReR will give Nd, the 


ee 


BETO: eT I 
Ark of the Meridian between the Horizon Mes) subtiyl 
“and the Plane, tobe 74 gr. 20 m, and there- 2 14 43/1 40 
' fore P D, the "Ark of the Meridian between 3 |t9 4317 16 
“the Pole and the Plane, willbe 22 gr.50 m, 4 (34. 43|t3- 50 
the Angle D dN of the Inclination of the 5 |49 43122 46 
Plane to the Meridian will be found to be 6 54 43137 0 
- 66 gr.29m. and Dd the Ark of the Plane 7 Io 43162 § 


i draw the Line Cd for the Subftylar. 


4. The Subftylar being diawn, I may inferibe che Chords of the Arks 
| of the Plane from che Subftylar, and draw the Hour-lines, and fer up che 
Style, asin the former Plane, 


of Second Example of a Plane falling between the Pole and the Zenith. 


~~ Tn like manner if in our Laticude a Plane 
be propofed declining from the Vertical 
24 gr. 20 m,.as before, but inclining. to the 
Horizon 75 gr. 40 m, Northward, the up- 
per Face being open co the South-wet, the 
: lower to the North eaft, chis Plane fhall be 
| Rere-reprefenced by the Circle BF D, crof- 
fing the Meridian in the point d, between 
“the Pole and the Zenith, and che proper Me- 
‘ridian of this Plane, by the Perpendicular 
Ark Pe. i 
- Then in this Triangle DN d knowing 
the Side DN, the Complement of the De- 


Lacatude sl 30 
Declinarc, 24°20 + 
{nclinar. TS Os 
Alt.Merid.. 83 36 — 
Diff. Merid. 25 19 
O.ft. Subft.-- 9 32 
Alt. Styf, 20. 50 | 
uf An. Po,| Ar. Ar. Pla. 

ae Gr. M. M.|Gr. M. 


“berween the Horizon and the. Meidianiisc ities kel 


rig £7.36 ed 


| 2. [finda Chord of 69 gr. $4 m. the Ark of the Plane between the 


{tance of the Subftylar from the Meridian about 9"¢r. 32 m. ae 


_an, the Subftylar, andthe Hourclines, and fet up the Style, as in the » 
other Plaries. | a | 


bn enim! Horizon at By at the Right Angle ar $, we - 


SYS OE oe eT es Aken RG Se 

CUM A a a als RM ebb 

¢ ¥ ~ ay ay the iy ab”, 
+ , sa ; 


4 ——=—=«s«Te Defeription ofthe Hour-Tines 

Again, inthe Triangle Ped, knowing the Side Pd, the Ark of there: 
Meridian between the Pole and che Plane, with the Angle of Inclination | 
to the Meridian at d, and the Right Angle ate, the Angle d Peof theIn- . 
clinition of the two Meridians will be found to be 25 gr, 17m andPe - 


the Height of the Pole above the Plane tobe 20 gr. 50 m. and de the dis - 


° a 


\ 


Laftly, having found the Height of the Pole above the Plane, and ga= - 
thered che Angles at the Pole, the Arks of the Plane from che Subftylar 
to the Hour-lines will be as in the Tables m 

This done, if weconfider how the Lines: do fall in the Fundamental | 
Diagram, we may there fee how the North Pole is elevated above the 
lower Face, and the Souch Pole above the upper Face of the Plane, and | 
accordingly make choice of a Center, draw the Horizontal, the Meridie 


} 
j 


Declinar. ~ 24 20 the Southward. 
Inclinac. Irie) 20" | 
Dit Merid. 13 29 If in our Latitude a Plane were propofed | 
IDS Sub. t2- 8 declining from the Vertical 24 gr, 20 m, a5 | 
Alc. Styl. 64 0 before, but inclining to the Horizon 14 fr. 
Alc. Merid.. 66 120 _20 m. Southward, the upper Face being open | 
RGR TAG Dia) (tte North-eaft, the lower to the Soath- 
Hours. |e ar Gia}. Weft, this Plane thall be there reprefented 
eis pg \Gr. -CMh |G ,| bythe Circle BK D, croffing the Meridian — 


Latitude st 30 4 third Example of a Plane inclining toll | 
3 | 


¢ i 3347 2 : inthe point f, between the Equator and che 
fees z st 3° Horizon, and the proper Meridian of this 
3 146 33 " 3*/ Plane, by the perpendicular Ark P £5 ed 
? es 3 j ) 6 _ down from the Pole to the Plane, near the 
of . 3 4 41 -Hourof x1, at the North pare of the Ho- 


- eae rizon, as may partly appear by cheneareft 
sb Veber extent of the Compafles,if the Circle BKD 


20 [nz ) 20/02 were drawn round, and the.two Letters f _ 

1 }28 713 37 and g {upplied. mae H, 

2 “a L a 7 : _ Then in the Triangle BS f, knowing the | 
3°15 ff H rm Side BS the Complement of tlie Declina- 

| : ae au Bah ae tion, with che Angle of Inclination to the | 


may 


eee ee es ee a inom Vl? weer. yes Xue ae ae , 
es ae St a iB I Sale ae gic a a 
P . * 4 * 5 ‘ 


ee in a Declining Inclining Plane. Fy" 
oe find S f the Ark of the Meridian between the Horizon and the Plane’ 
obe 13gr.6m. And therefore P f, the Ark of the Meridian between 
the Pole and the Plane to the Southward 115 gr.24m.. but 64 gr. 36 mm: 
to the Northward, the Angle B f S, or Df N of the Inclination of the 
Plane tothe Meridian will be found 84 gr. 9m. and Bf the Ark of the 
Plane between the Horizon and the Meridian 66 gr.20m. 2 
_ Again, inthe Triangle P ¢ f, knowing the Side P f the Ark of the 
Meridian between the Pole and the Plane, with the Angle of Inclinati- 
on to the Meridian at f, and the Right Angle at g, the Angle f Pg of 
the Inclination of the rwo Meridians will be found to be 13 gr. 27 77. 
Boe P g the Height of the Pole above the Plane, abour 64 gr. and f g the 
D ftance of the Subftylar from the Meridian #2 gr. 8 m. 
Having found the Height of the Pole above the Plane, and gathered’ 
the Anglesat the Pole, che Arksof the Plane from the Subftylar to the. 
Hour-lines will be found as in the Table. 
This done, if. we confider how the Lines do fallin the Fundamen- 
al Diagram, we may there fee how the North Pole is elevated above the 
‘apper Face, and the South Pole above the lower Face of this Plane; and¢ 
accordingly make choice of the Center, draw the Horizontal, the Meri- _ 
dian, the Subftylar, and the Hour-lines, and fet up the Style, as in the for 


} 


mer Planesy..* | 
| ‘CHAP. XL : 


| Todefcribe the Tropicks and other Circles of Declination in aw: 
| Yern* - — Eguinettial. Plane. 


\Ulch Circlesagare parallel to che Equino€tial, and yee fall: within the 

S Tropicks, may be defcribed on any: Plane by help of. chefe Lines of 

sroportion, butafter a different manner, according as the Style fhall be: 

sither perpendicularor parallel co the Plane, or cutthe Plane with Ob- 

Jigue Angles. me! : 

| Inan Equinodial Plane, where the Style is perpendicular. to the: - 

Plane, the Tropicks and other Circles of Declination willbe perfect Cir- 

les: Wherefore confider the length of the Style in Inchesand parts, and: 

the Declination of the Circle*which you intend to defcribe in Degrees. fe th 
and Minutes, the proportion will hold, te A | ‘A 
, ‘ ' : | MG: ii ‘ 
| | 4 
hoa | | ny 


i) 


_ be) i 
| 
/ . | 
/ / R 5 ii 
f " : . oe 
} ‘ 


dae tl Vk es A GE Pe a  t Ries > 5 Vie if’ ee pe 
= SINE a Sei AG wr) tis ae 
‘ * mY, . : * ed 


es the Tangent of 45 gr. 
to the Length of the Style: 
Sothe Co-tangent of the Parallel, 
to the Semidiameter of hu Circle. | 


Suppofe the Length of theStyle above the Plane tobe 10 Inches, and. 
that.ic were required to find the Semidiameter of the Tropick, whofe 
Declination is known to be 23 gr. 30%. Extend the Compafies from | 
the Tangent of 45 gr. unto the Tangent of 66 gr. 30 a. the fame extent 


Ty 


ai 


wma 
wanpatts 


6; 


S ie 
; Ne. Y a 
° > rc t 
: Ce, ‘ 
4, | 
rm a 4 
é Aer . | 


SG aray ste md 


(TES. \ 


will reach in the Line of Numbers from 10 unto 23, which thews the 
Semidiameter of the Tropick to be 23 Inches. Soif the Declination be 
20 gr. the Semidiamer will be 27 Inches 47 cent. if 15 gr. then 32.325. 
if xogr. then 96.713 if 5 gr. then 114. 305: and fo inthereft, © 
Ox if it were required to proportion the Style to the Plane, 
AAs 


aad Circles of Declination, 59 


t ibe 

| As the Tangent of 45 gr. 
to the Tangent of the Declination: 
i «So the Semidiameter of the Plane, 
sto the Length of the Style. 


Asif the Semidiameter of the greateft Parallel upon the Plane were 
> but fix Inches, ‘and that Parallel fhould be the fifth Degree of Declinati- 
ons extend the Compafles from the Tangent of 4§ gr. unto the Tangent 
of 5 gr. the fame extent will reach in the Line of Numbers from 6, 0 
unto about o. 53, which fhews that the length of the Style muft be 53 
parts of an Inch divided into 100: Then the length of the Style being 
_ known, the Semidiameter of the other Circles will be found as before. 

| Ibegin here wich the fifth Parallel, and thence preceed unto the Tro- 
pick, becaufe the Shadow of the reft near the. Equinodtial would be 
over-long, and the Equinodtial it felf cannot be defcribed. The Paral- 
Tels of North Declination are tc be fet on the North Face, and the Paral- 
els of South Declination on the South Face of the Plane. Neither need 
thefe Parallels to be drawn in full Circles, but onely to the Horizontal 
Line, which fhall be defcribed in Chap. 18. | 

| Having by thefe means fet up the Style to irs true Height, and drawn 
‘te Cie of Declination, if we fhall place the Plane fo as it fhall make 
at Angle with che Horizon equal to the Complement of the Latitude, 
and then turn it uncil che top of the Style caftthe Shadow upon the Pa- 
allel of Declination belonging to the Time, the Meridian of the Plane 
will thew. the Meridian of the Place, and the Shadow of the Style che 
Hour of the day, without che help of a Magnetical Needle. 


[3 CHAP. XII. 


To defcribe the Tropicks and other Circles of Declination in a 
he Polar Plane. 
JN all Polar Planes, whether they be parallel tothe Meridian, or tothe 
| . Circles of the Hour of 6, or otherwife declining, the Equinodtial 
ae Right Line, buc the Tropicks and other Circles of Declination 
will be Se&tions Hyperbolical, and be thus defcribed. 
 Confider the length of the Scyle, the Declination of the Parallel, sit | 
IaH Hhh the 


| 
| 
4 


| es renee | qe 
58 The Deferiptios of the Tropicks | 
the Angle at che Pole between che Subftylar and the Hour-line, whereon | 


you mean to defcribe the Parallel. “ | 
Jf you would find where the Parallels do erofs the Subftylar, 


eAs the Tangent of 45 ers 
to the Tangent of Declination : 
So % the Length of the Style, | 
to the Diftance of the Parallel from the Equinoktial.. 


‘Asin the Example of che Polar Plane, where che length of che Style | 
BC was found to be r Inch 61 cent, If you defire to know the diftance. 
between the Equinoétial and the Tropick upon the Subftylar Line, ex- 
rend the Compaffes from the Tangent of 45 gr. unto the Tangent of 
23.gr. 30m. the fame extent will reach in the Line of Numbers from 
2.61 unto 0. 703 and therefore the diftance required is -7o parts: of an” 
Inch divided into 100. The like reafon holdeth for all other Paratlels 
of Declination croffing the Subftylar. i 

But if you would find where the Parallels do crofs any other of the 
Hour-lines, firft find the diftance between the Axis of the Style and the 
Hour-line, then the diftance between the Equinoétial and the Parallel: 
Both thefe may be reprefentedin thismanner, — _ ie | 

On the Center B, and any Semidiameter BD, defcribe an occule Ark 
of aCircle, and therein infcribe a Chord of 23 gr. 30 m. from D-unto 
T, with fuch other intermediate Declinations as you intend to deforibe 
onthe Plane; fo the Line B D fhall be the Equator, and B T the . 
| Pick 


° and Civeles of Declinations Ky 
pick, andthe other.intermediate Lines the | 
~ Lines of Declination. 

That done, ‘confider your Plane, which 
for example may be either the Meridian or 
the Declining Polar Plane; wherein ha- 
“ying drawn both the Equator and the 
~ Hour-lines. as before, firft take out the bf fm. 
- Height of rhe Style,and prick that down in oe: 

this Equator from Bunto C; then taking 
_outall che Diftances between B the top of 
the Style, and the feveral Points wherein 
the Hour-lines do crofs the Equator, tranf- 
fer them into this Equator B D from the 
Center B, and at the terms of thefe Di- 
“ ftances exe& Lines perpendicular co the 
Equator, croffing the Lines ef Declination, 
and note them with che Number of the 
Hour from whence they were taken: fo 
“thefe Perpendiculars fhall reprefent thofe 
Hour-lines, and che feveral Diftances be- 
| tween the Equator and the Lines of De- 
dination hall. give the Like Diftances be- 
‘tween the Equator and the Parallels of 
Declination upon your Plane, Upon this 
‘ground it followeth, 


j 


| mt To find the diftance between the Axis and the Hour-lines. 


I 
1 


As the Co-fine of the Hour from the Subftylar, 

| isto the Sine of 90 gr. 

| Sothe length of the Style, | 

| to the difance between the eAxis and the Hosr-line. 

-~ As if in the former Example of the Meridian Plane, where BC che 

height of the Style is {uppofed to be to Inches, it were required to find 

the diftance between B tothe top cf the Style, and the point wherein 

the Hour of rt in the Morning doth crofs the Equator, which ishere re- 

-prefented by Bs, ‘becaufe it is the fifth Hour from the Subftylar, whofe 

Angle at the Pole is 75 er. Extend my naa from the Sine ot 35 sre | 
ih 2 the 


the Complement of the fifth Hour from the Subftylar, unto the Sine of | 
go gr. the {ame extent will reach from 10,00 in the Line of Numbers, | 
unto 38.645 and therefore the diftance B §, between the Axis and the | 
Hour-line, is 38 Inchesand 64 cent. and may be called the Secant of the 
Hour. Theninche Rectangle B 5 T, having the Side B 5, and the An- | 
gle of Declination at B, | 


To find the diftance betweenthe Equinottial and the Parallel. 


eAs the Tangent of 45 gr. 
to the Taagent of the Declination, 


So the diftance between the Axis and the Howr-line, 
tothe diftance between the Equinottial and the Parallel. 


Extend the Compaffes from the Tangent of 4g gr. unto the Tangent 
of 23 gr. 30%. the Declination of the Tropick , fo the fame extent ae 4 
. reach 


- 


and Circles of Declination: aS: 


_ reach in the Line of Numbers from 38.64 thediftance between the Axis 


and che fifth Hour-line, unte 16.80; and therefore the diftance is §6 

Inchesand 80 cent, ~The like reafon holdeth for all the ref{t, which may 

be gathered, and fet down in fuch a Table as thisewhich followeth, 
Wherein I have fet down the Diftances for feveral Declinations, for 


IT gr. 30 m. tor 16.gr. $5 ms, for 20 gr. 13 ms. for 20 gr,4tm, and for 
_ the Declination of the Tropick 23 gr. 30 m. which may be applied to the 
_ like Declinationsin all Meridian and dire&t Polar Planes, « 


= SS 


ws SS oe 
a 


As in the former Example of the Polar Plane, where B.C the heighe 
of the Style is found tobe 1 Inch Ox cent. if ic were required to find the 
diftance between B the top of the Style, and the Points wherein the 


 Hour-lines of 7 in the Morning or g Afternoon do crofs the Equator 
(which diftances Icalled the Secants of thofe Hours) either you may ex- 


tend the Compaffes from the Sine of 15 &r. the Complements of the 


_ Hour from the Subftylaty unto the Sine of 90 gr. fo the fame extent will 
| reachsin the Line of Numbers from 1, 61 the length of the Style, unto 


6. 25, according to the former Canon, Or elfe you may make ufe of the 
following Table, extending the Compaffes in the Line of Numbers from 


| To. co the length of the Style in the Table, unto 1, 61 the length of the 
| Style belonging to your Planes fo the fame extent (hall reach from 38.64, 


the Secantin the Table, unto 6, 21, and fuch is your Secant required, 
the diftance between the cop of the Style and the point of Enterfection, 
wherein the fifth Hour-line from the Subftylar doth crofs the Equator. 
Again, the fame extent will reach from 16. 80 the diftance in the 
Table belonging to the fifth Hour-line between the Equator and the Pa- 
rallel of 13 gr. 30m. declination, unto 2.70 forthe like diftance upon. 
your Plane ; and fo for the reft, which may be gathered, and fet down: 
ina Table, : ah eu be | | 


Hourss 


62 The Defeription of she Tropicks 


-~ 


_naermeneng peace mth A A A LESS AL A ALE A TES, 
An.Po.| Tang. |Secant.[rx 30|16 §§|20 12/21 41] 2 3 


eecreneroome | @emmenniiee | @eeemeemey | eee, 


mo) | 


Ree | | ee ff i OO oe eee 
ay | ee 


OS, eee (ee a le A 
Sentuettiearanmeaenandl 
—_ 


2 O§$| 3 97) 3 71} 4 O1 
2 07] 3 10) 3°75] 4 OF 
2 10, 3 15} 3 81] 4 12 


32/10 
~ {18 45} 3 39]TO : 2x51 13 211 3 oof 4.20 


a | 
Qo 
O 
Loe | 
ARA 
MA Aw 


OO 


20] 3 290) 4 Go} 4+ 30 
3 39) 4 24] 4 45) 
34) 3. $1 4. 60 


=e 


CONT A 


NWN N 
we 
an 
ri pe ff 
O 
ww Ww 


———Sa ee — 
== ——————— 


NWN WN 
“XN 
O 
p. 
Oo 
WA 
fh 
co 
Ve) 


3145 O[1O 0014 14 


——— 


| 4t 15| 8 77/13 30 


ey tes © eee te actinides | 
SE its 


48 45/11 40/15 17 
52 30/13 03116 43 
56 1§|14 97/18 09 
4.|60  OjI7 32/2@ 00] 4 ©7| 6 08] 7 36] 7 95 
~ (63 45120 28/22 61| 4 60| 6 88] 8 32] 9 00 
67 30]24 14/26 13] 5 311 7 95] 9 O1/10 3911 36 
71 1§|29 463% 11] © 331 9 47\11 45|12 37}13 §3 
$|75_0137 32138 64| 7 86|11 74/14 20/15 36)10 80 
78 45|50 27|51 26|10 43|15 60]18 8o]60 38/22 28 
82 30|75 96176 61|1§ §3|23 32/28 10130 49/33 31) 
86 19192 §7|152 9O]3I 19146 44/56 26|60 81166 48 
6l90 of[nfin. |Infin, |Infin. |Infin. {Infin. [Infin. | Infin. 


WN Ww W 
We 
py 
oh 
re) 
O 
aH 
O 
f 


441 3 06} 4 ; fs 


The Tangents and Secants in the third and fourth Columns of this Ta- 
ble are-taken out of the Tables of the Natural Tangents and Secants, ac- 


cording to the Degrees and Minutes that are in the fecond Column of _ 


this Table. ' 
That done, and the Equator drawn asbefore, if you would draw the 


- Tropicks in che Polar Plane, look into the Table, and take 70 cent. out 


of the Line of Inches, and prick chem down in the Subftylar, on either 
fide of the Equator, and fo 72ceat. on the firft Hour, and 80 on the 


: 
‘ 


fecond : 


ho ot gi 


i and Circles of Declination: —— 63 


’ + ‘ 
| fecond Hour, and 2 Inches H Ang. Po.) Tang. |_Secan. Trop; 
gocent. cothe fifth Hour eee GE, M.In. Pa.dn.  Pa.[in. Pa; 


| from the Subftylar, and {12 f.0 00 Or 61f0 70 

the reft of thefe Diftances IL fi Wy eke) 4.3\L.* 63/0 72 

 ontheirfeveral Hour-liness |r0o 2/30 00 931. 85/0 80 

| and then drawacrooked | 9 3145 OF 6112 2710 99 

Line through all thefe | 8 4{50 02 79) 2211 40 

Points, fo as it makes no 7 37s 06” 00’ 2112 70 
MeAneles, theLincfodrawn 7 PRT CUS 
hall be the Tropick required. | In likemanner you'may draw any other 
- Parallel of Declination. NL RNIN 


: /) CHA PNR 


| To defcribe the Tropicks, and other Circles of Declination, in fach a Plane 
| as is neither Equinoétial wor Polar. ; 


Re Planes neither Equinoétial nor Polar, the Equator will bea Right 
| Line, the Tropicksand other Parallels of Declination will be Conical 
SeQions, fome of thém parabolical, fome eliptical, but \moft of them 
_ hyperbolical. ee ET ier Berd Oe, 5, 
_ Tofind the Points of Interfection of thefe Parallels with the Hour- 
| ines, we are to confider, 
i 
Inches, ial : ' 
| Secondly, The height of the Style above the Plane. , 
Thirdly; The Angles ac the Pole between the proper Meridian and the 
- Hour-circles. sage | ak 
Thefe being known, will help us cofind, firft, the Angle between the 
 Axisand the Hour-lines on the Planes amd then the diftance between the 
~ Eenter and the Parallels. Both thefe may be reprefented in this manner, 
Let the Triangle A B C be made equal to the Style belonging to your 
Plane, A C the Subftylar, BC the Axis of the Style, A B the length of 


the Style perpendicular to the Plane. Then having drawn the LineB D- 


| perpendicular to the Axis on the Center B, and any Semidiameter B D, 
- defcribe an occult Ark of a Circle, and therein infcribe a Chord of 23 gr. 
30m. from D unto T, on either fide of the Line, with fuch other inter- 
mediate Declinations as youintend to defcribe on the Plane ; forthe Per- 
| | pendiculas: 


Pai 


Firft, The length of the Axis of the Style in Inches and parts of 


54 «TE Deleription of the Troploke 


pendicular BD fhall be che Equator, and BT the Tropicks, and the _ 
other intermediate Lines the Parallels of Declination. Wherefore you” 
may take out the diftance C V from the Center to the Equator, and prick 
it down on the Subftylar of your Plane from the Center at C unto Visa | 
fo the Line drawn through ¥,. perpendicular to your Subftylar, fhall be | 
the Equator of your Plane. Va 
That done, take the diftance of each Hour line between the Center 
and the Equator of your Plane, and.prick them down ‘in the Equator of 
chis Figure, from che Center at C, noting the place where they crofsthe 
Equator,with the Number belonging to che Hour, and drawing the Hours | 
lines from C, through the Lines of Declination, ey | 
Or, having the Seéfor, you may draw an occult Line C E, perpendi- 
cular to the AxisB C, and therein prick down the Tangentof theheight 
of the Style above,che Plane, from CuncoE: Thendraw theLineEF 
parallel co the Axis, croffing the Subftylar produced in che point F; this’ 
Line |) 


q 


Ae 
- + 


and Circles of Declination. — PT RBs 


Line EEF will be the Line of Sines upon the Sector, and therein you may 


prick down the Sines of the Complement of the Angles’act the Pole from 
F toward’ F,--and draw-the Hour-lines-by-thofe Points through the Lincs 
of Declinatioiis-fo the Angles at C, between the Axis BC and thofe 


{ . Hour-lines, thall be the Angles between the Axis of your Style and the 


Hour-lines in your Plane; and the feveral Diftances between the PointC 
and the Lines of Declination, fhall give you the like Diftances between 
the Center and the Parallels of Declination upon the Hour-lines in your 
Plane. Upon this ground it followeth, | 


1,. To proportion the § tyle unto the Plane. 


Confider the height of the Style above the Plane, and the length of 
the Subftylar between the Center and the Place which you intend for the 
Tropick, If it-be the Tropick which is farcheft from the Center, add 
113 gr. 30m. if the nearer Tropick, add 66 gr. 30m, unto the height of 


the Style, the Remainder unto 180 gr. thall give youthe Alcicude of the 
| Sun abovethe Plane, when he cometh to that Tropick. As in our Lati« 
~ tude, the height of the Style above an Horizontal Plane is ¢ 1 gr. 30 me. 
' add unto this 133 gr. 30m, the fum is 165 gr. which being taken out a) 


180 gr. the remainder will be 15 gr. and fuch is the Altitude of che Sun 


_ abovethis Plane when he cometh to be in the Winter-Tropick : But if - 
_ you add 66 gr. 30 m. unto 51 &r. 30m. the remainder to 180 gr. will . 


be 62 gr. Aynd fuch is the Alticude of the Sun in che Sammer-Tropick. 


Then, | 


As the Sine of 66 gr. 30m. 
~ to the Sine of the Suns Altitude : 
So the Length of the Subftylar Line, 
tothe Length of the Axis of the Style. 


Asin the firt Examples of the Declining Vettical, where. the height 


-of the Style was found to be 34 gr. 33 m. and ishere reprefented before, 


pag. 31. by the Angle BC ¢ ; add to this height 113 gr. 30 m, for the 


AngleCB @, the fum will be 148 gr. 3 m. and the remainder to 180 Ore 


will be 31 gr. 57 m.and fuch isthe Angle B SC of the Altitude of the 


Sun above the Plane, when he cometh to be in the Tropick of $,. which is 
here the farcheft Tropick from the Center. 


+ Then fuppofing the length of the Subftylar-line between the Center 
hat lii 


ik and 


‘x 
8 


x i ae ee 


and the Place which is fic for the fartheft Tropick, to be abou: 21 Inches, 


extend the Compafies from the Sine of 66 gr. 30 m. unto the Sine of 3 rgr. 
57 m. the fame extent willreach in the Line of Numbers from 21 unto 


42.11, and fo the length of the Axis of the Style fhould be s2énch.11 cente — | 


Or it may fuffice to make it juft 12 Inches,as. a more eafie ground for the 
reft of the Work. | 


But if ic were required to proportion the Style unto the Plane, fo as it; 
may caft the Shadow to the full length of che Subftylar-line at all cimes of 


the Year, you may then confider the Sun in the Tropick,which isto be fee 
nearcht unto the Center, and add 66 gre 30m, unto 34 gr. 33 m. fothe 


remainder 


gd Civeles of Declination. 67 


remainder unto 180 gr. will be 78.gr. 57m. And if you extend the 


 Compaffes from the Sine of 66 gr. 30.7. unto the Sine of 78 gr. 57 ms. 


the fame extent will reach in che Lineof Numbers froma 21 Unto 22, 47 


| for the length of the Axisof the Style. 
; 3. Having the length of the Axis, and the height of the Style above the 


Plane, to find the length of the Sides of the Style. 


The Style of a Plane neither Equinoétial nor Polar, may be either a 


{mall Rod of Iron {ec parallel to the Axis of the World, or perpendicu- 
lar to the Plane, or elfe a thin Plate of Iron or Brafs, made in form of a 
ReGangle Triangle B A C, with the Bafe B C parallel co the Axisof the 
World, theSide AB perpendicular to the Plane, and the Side A C che 
fame with the Subftylar-line; wherein knowing BC, and the Angle 


I BAC, 


oAs the Sine of 90 gt. 
tothe Length of the eAxis: 
Sothe Sine of the Height of the Style, 
to the Length of the Perpendicular Side : 
And {othe Co fine of the Height of the Style, 
tothe Length of the Subjtylar fide. 


~ Thus in the former Example, the length of the Axis being fuppofed to _ 
be 12 Inches, and theheight of the Style 34 gr. 33. Extend the Com 


paffes from the Sine of gogr. (or elfe from the Sine of 5 gr. 45 #.) unto 


12 in the Line of Numbers, the fame extent will reach from the Sine of 


34 gr. 33m unto 6, 8o- in the-Line of Numbers, for the length of the 
perpendicular Side ;. and fromthe Sine of g5gr. 27 m.unto 9.88 for the 


length of rhe Subftylar fide. 


3. To find the Diftance between the Center and the Equator upon the Sub- 
ftjlar Line. | 


This is here reprefented by C V7, and may be found by refolving the | 


Reétangle Triangle CB. 


Asthe Sine of the Height of the Styles 
is tothe Sine of 99 gr. 
Sothe Length of the Axis, 
Tothe Diftance of the steel froms the Center 
11 2 


Extend 


ae 


68 _ The Defcription of the T: vopicks 


Extend the Compaffes from the Sine of 55 gr. 27 m. unto the Sine of 
_ .gOgr. the fame extent willreach inthe Line of Numbers from r2unto 


X4.17. Wherefore if you take 14 inch, 57 cent. and pricking them 


down on your Subftylar- line from C unto y, draw a Linethrough 7, — | 


croffing the Subftylar at Right Angles, the Line fo drawn {hall be the 
Equator. - * 


4 To find the Angles contained between the Equator and the Hour-lines f 


apon your Plane. 


Thefe Angles made by ¥ and the Hour-lines are Complements of thofe 
which are at C, between BC the Axis and thofe feveral Hour-lines, and 


depend upon the Angles ar the Pole, between the proper Meridianand the _ 


Hour-circles, 


“4s the Sine of 90 er. ; 
to Co-fine the eAngle at the Poles 
So the Co-tangent of the Height of the Style, 


tothe Tangent of the Angle between the Equator and the Hour-lined | 


Tn our Example the height of the Style is 34 gr. 33 m, and the proper 
Meridian falleth to be the fame with the Circle of the fecond Hour after 


Noon; whereupon the Angle at the Pole, between this proper Meridian, | 


and the Circles of the Hour of 1 onthe one fide, and 3 on the other fide, 


will bers gr. So between this Meridian and the Hour-circles of 10 and ~ | 


4, the Angle will be 30 gr. ec. as in the Table, 


An. Po [Ar.PiaeAn.to {> oC B/C 
: Gr M (Gr, M,Gr. Mdin oP. In, Pin P.! 
(Subfty].| © Cc] O O55 29114 57-20 8oj a 21 
tT 3yts of 8 3854 3c/'4 F42n 36lrn 25 
Hig aratzO0! OFS Se Roe 3°15 33,23 galti go 
rcbe 2143. 1; S129 33-45. 45 bO" 75 29 Ob t7e 
10 6/60 0/44 3036 = «6 o}'0. C50 Ba} t2 77, 
9 FITS 64 4220 36/34 olInfinic. [rg 82 
18 8190 190 QF Oo — cf{nfinir, 27. 60 


a 


Anof- | 


: Tf then it be required to find the Angle which the Hour-line of 4 after f | 
~ 9oon doth make with the Plane of the Equator, that is the Angle C 4.B, 


contained. 


- 


é 


and Circles of Declination. == 69 


Sleitained- between the Hour-lineG 4 and the Line B.4, drawn from the. 


op of the Style unto the Interfeétion of the Hour-line of 4 with the 
equator, ; ’ 
‘Extend the Compatffes from the Sine of 90 gr. unto the Sine of 60 gr. 
he Complement of the Angle ac the Pole, the (ame extent will reach from. 


into the Tangent of 51 gr. 30m, and {uch is the Angle C 4B in the 
Diagram, 

_ Orin Crofs-work, if it were required to find the Angle C 9 B, look 
nto the Table for the Hour of 9, and there you fhall find the Angle at 
he Poleto be 75 gr. and if you extend the Compaffes from the Sine of 
7O gr. unto the Tangent of 55 gr. 27 m. the fame extent will reach from 


;| 

36 m. and fuchisthe Angle C9 B, made at the Equator between the 
Line B 9, drawn from the top of the Style, and the Hour-line C g, drawn 
rom the Center. The like reafon holdeth for the reft, which may be 


x elfe proceed, 


5. To find the Diftance between the Center and the Parallels of De- 


I: clination. 


| The Diftances berween the Center and the Parallels of Declination: 
~nay be found, by refolving the Triangles made by the Axis B C, the Lines 
of Declination, and the Hour-lines. For having the Angles at the Equa- 
or, and knowing the Declination of the Parallel, if the Parallel hall 
all between the Equator and che Center, add the Declination unto the 
Angle at the Equator: or if it fhall fall without the Equator, take the 


Declination onc of the Angle atthe Equator, fo thall you have the Angle. 


atthe Parallel. Then, 


4s the Sine of the Angle at the Parallel,. 

| to the Co-fine of the Declination: 

— Sothe length of the Axis of the Style, 

tothe Diftance Letweea the Center and the Parallel,. 


| Thusin our Example,the Angle at the Equator belonging to the Foe 


he Tangent of 55 gr. 27m. the Complement of the height of the Pole, 


he Sine of 15 gr. the Complement of 7§ gr. unto the Tangent of 20 gre , 


ound and fet downin a Tables Then may you either draw thefe Angles. 
it Cin the former Figure more perfe€tly, and thence finith your Work, _ 


of 4, after-noon was found before to be §1 gr. 30m. if you would find’ 
; the 


~ 


“go ———«~«iTifevipnio of the Tropicks = 


unto the Sine of 66 gr. 30m. the Complement of the Declination, the | 
{ame extent will reach in the Line of Numbers from 12 unto rr, 40, and 


take the Declination cutof the Angle atthe Equator, fo the Angle at the 


holdeth for all the reft, which may be gathered and fet down ina Table, | 


‘the Subftylar as before: And the like reafon holdeth for pricking down 


the diftance between the Center and the Equator, extend the Compaffes | 
from the Sine of 5tgr. 30a. unto the Sine of 90. gr. the Complement 
of the Declination, the fame extent will reach in the Line of Numbers | 
from 12.unto 15. 33, and fuch is the diftance u pon the Hour-line: of 4 | 
berween che Cencer and the Equator. . ! 

fF you would find the diftance upon this Hour-line between the Center \/ 
and: the inner Tropick, whofe Declination is-known to be 23.97. 30m, | 
add the Declinatien tothe Anele at the Equator, fo the Angle at the Pas ’ 
rallel will be 75 gr wherefore extend the Compafies from the Sine of 7 5.¢r. 


fuch is che length of the Hour-line of 4 between the Cencer and the Tro-) 
pick of vp. | 

If you would find the diftance upon this Hour-line between this Cen 
ter andthe Tropick of , which 1s here che fartheft from the Center, , 


Parallel willbe 38 gr. wherefore extend the Compaffles from the Sine of | 
28 unto the Sine of 66 gr. 30m. the fame extent will reach in the Line 
of Numbers from 12 unto 23.44, and fuch is the diftance between che 
Center and Tropick of upon this Hour-line of 4. The like reafon’ 


That done, and the Equator drawn as before, if you would draw the | 
Tropick of %, look into the Table, and there finding under the Title | 
€ s the diftance of the Subftylar between the Center and the Parallel of | 
3 to be 20 inch. 80 cent. take 20 inch. 80 cent, out of the Line of Inches, | 
and prick them down in the Subftylar of your Plane from C unto g 

Or if either the Center fall without your Plane, or the extent be too 
large for your Compaffes, you may prick down the difference between | 
C yandC g: As here the diftance C y~ between the Center and’ the | 
Equator is14. 57, the diftance C & 20. 80, the difference 6.23, There= 
fore taking Y 6 inch. 23 cent. prick them down onthe Subftylar from 6 
unto %, and you fhall have the fame Interfection of the Tropick and) 
of the re{tof chefe Diftances on their feveral Hour-lines, I 

Then having the Points of Interfection between the Hour-lines and the — 
Parallel, you may joyn themall in a crooked Line, without making of 
any Angles, the Line fo drawn fhall be the Tropick required. And after 
this manner you may draw any other Parallel of Declination, whereol 
you have Examplesin moft of che former Diagrams. "i 


, ie 
f 


“ ‘ ~ 


4 mt iz i 0. ¢.. 7 “Fe 

| Oo and Cireles of Dechpations 7% 

| 

li 3 | . 

ie ; | CHAP. XIV. 

To defcribe the Parallels of the Sines in any of the former Planes, 

| ; r 
“Pye Equator and the Tropicks before defcribed do thew the Suns ea- | , 


| trance into 4 of the Signs; the Equator into Y and x», the one 
Tropick into @, and the other into w: The reft of the intermediate 
Signs will be defcribed in the fame manner asthe Tropicks,if firft we know 
icheir Declination. : 

| The manner of finding the Declination , not oncly of the beginning | 
hd the Signs, but all other Points of the Beliptick, is before fet down in one 
|2 Prop. Affronomical, by which you may find the Declination of thebe- |, 9 as 
‘ginning of &, M,andm, to be 11 gr. 30 m. and of IL, &. #and as. tai 


i 


of 20 gr. 12m, intot 


to be 20 gro 12m. If thenyou infcribe the Chords of 11 gr.30 m. and 


he former Figure B DT, pag.64.from D toward 


|the Signs required. 


of the Axis, you may find the Angles at the 


ip the Lines drawn from Bthrough the Terms of thefe Chords thall be 
| 


~ And with thefe Declinations, the height of the Style, and the length 
Parallel, and then the Di-. 


which being pricked down | 


"4 

“ftances beeween the Center and the Parallel, 
upon the feveral Hour-lines, thall give you the Pointsof Inrerfeftion, by. 
which you may draw the Parallelsof che Signs, asin the Figures belong- 
ing tothe Polar Planes: 


CHAP. XV. mo ae 
‘To defcribe the Parallels of the length of the Day in-any of the 


former Planes. 


MPAHe lenecly of the Day will-always be 12 Hours, when the Sun 4 
| cometh to be in the Equator, and this holdech in all Latitudes :: 
Ducat other cimes of the Year the fame place of che Sun will not give the 
fame length of the Day in another Latitude 5, wherefore the Latitude be-- 


ing known, we are firfty 


| To o c 4 


7 kay ; Bese ; in act : " eee Pasa § s Li a 
ge Parallels of the length of the Day. 
To find the Declination of the Sun agreeing to the length af the Dy. Be | 


| 

| 

As the Sine of 9° gr. axes ; ‘| 
isto the Sine of half the difference : ae 
Sothe Co-tangent of the Latitude, ee me li 
tothe Tangent of the Declination. = 7 | 


As if the length of the Day propofed were tg Hours, the different 
between this and an Equinoctial Day (whofe length is always 12 Hours): 


A fex 
if 


bet : would be three Hours(which make 45 gre )and the half difference is 22 gr 
30 wm. Wherefore extend the Compafies from the Sine of 90 gr. unto the — 

Tangent of 38 gr. 30m. the Complement of the Latitude, the fame ex- \ 

tent 


ae 


tent willreach from the Sine of 2 2gr.30m. untothe Tangent of 16 gr, 


55. for the Declination of the Sun at fuch time as the length of the - 


Day is either 9 or 15 Hours; and from the Sine of 30 gr. unto the Tan- 
gent of 21 gr. 40 m. for the Declination belonging to 8 or 16 Hours; and 
from the Sine of 15 gr. unto the Tangent of 11 gr. 38 m. for the Decli- 
nation belonging to 10 or 14 Hours; and from. the Sine of 7 gr. 30 ms. 
unto the Tangent of 5 gr. 56 m, for the Declination of the Sun when the 
leng:h of the Day isexcher 12 or 13 Hours. 


~ Tf then you infcribe the Chords of thefe Arks into the former Figure 
3DT, the Lines drawn from B through the Terms of thefe Arks fhall 


kKkk be © 


Paraliels of the length of theDay. | * FB. 


se - Unequal Planetary Hours. © 


which you may draw the Parallels of the length of the Day, whereof 


Plane in Chap. 4.....And by, the fame reafon you may draw the Parallels | 


> - (and by fomethe Planetary) Hours. 


A af = ¥ 4 “ « wath 


be the Lines belonging to the Diurnal Arks, and-the feveral Diftances | 
becween them and the Point C, give the like Diftances berween the Cen- 
cer and the Parallels of the lengch of the Day upon the Hour-lines in | 
your Planes ** #75 . Tot a Op Ne lee 

Or comparing thefe\ Angles of Declination with the Angles atthe 
Equator, you may have the Angles at the Parallel, and then find the 
Diftances between the Center and the Parallel, which being pricked down. 
upon the feveral Hour-lines, fhall give you the Points of InterfeCtion, by | 


you have anothersExample in the*Diagram belonging-toan- Horizontal. 


of thofe Circles to which the Sun is Vertical, che Parallels of the princi 
pal Feaft, or what elfedepends on the Declination of theSun,. 


4 } 
- - 


. wu 2% 


CHAP. XVI. 
To draw the Old Unequal Hours in the former Planes. 


ig was the manner of the Ancients to divide the Day into 12 equa 


Day and Night into 24 Hours. Of thefe 24, thofe which belonged’ 
untothe Day were either longer or thorter (excepting the two Equi a 
étial Days) than thofe which belonged untc the Night; and’the Sum’ 
mer Hours always longer than che Hours inthe Winter, according to th’ 
Jengthning of che Days, whereupon they are called the Old Unequa 


To exprefs thefe in the former Planes, firft draw the common How 
Innes, the Equator,/and the Tropicks, as before: Then ee 
cult Parallels of the length of the Day, one.for @ Hours, the other fe 
15 Hours; for fo you may draw a flraight Line for the firft uneau: 

Hour through § 40. 45 m. in the Parallel of 15, and through 8 ho. i 
inthe Parallel of 9, This ftra'ght Line’(hall pals direQly through 7h 
@ #. in the Equator, and fo cucoff a twelfth pare of the Arks above cl 
Horizon, both frem thefe two Parallels and the Equators and beir 


continu! 


cad 


’ oF 
* sd 
Me ON OD 
s i . 


aS 


Mo cut off about a twelfth part from 
£D. and all che reft of the Parallels 
) 


‘rrour. 


‘cond unequal Hour through 7. hoxr 


n the Equator, and through 9 bow 
nthe Parallel of 9, .and foin the reff, 


sin this Table, 
_ And of thefe : 


1ave a further Example im the Dia- 


| ATE re ’ 
ne 
| oP 


2 4 
-e'tgseoursb som 


unto the Tropicks, ic thal” 


f Declination , without any fenfible.” | 
In like manner you may draw the: . 
nthe Parallel of 15, through 8 bivr | 
inequal Hours you “| 


yam belonging co the Polar Declining , | 


‘te - 


Pa 
Gas en eee 


~ 


[erendcu sen ranacusseyceaneaay Gearewe qrarte 
: : 
. a 


gk «sets fois Sun-vifag and Sam-fetting) = 


CHAP. XVII. iw mmid 
To draw the Hours from Sun-rifing and Sun-fetting in the fi ormer Plants. q 


4) fe know how.many Hoursare paft fince the Sun-rifing, or how ma- | 
. ny remain tothe Sun-fetcing, firft draw the common Hour-lines, « 
the Equator, and the ,Fropicks, as before; chen defcribe cwe occule Pa- 


<= 8 A | 7m “i Ay a pe 


J 


c¢ 


-rallels of the length of the Day, one for $'Hours, and the other for 16 
Hours: For foyou may draw the firft Hour from the Sun-rifing rhrough — 
the common Hoursof 5 inthe Parallel of 16, of 7in the Equator, and 

of | 


"To draw the Bovizintal- line: 97 
_ of gin the Parallel of 8. ‘In like manner, the fecond Hour from Sun- 


rifing, through the common Hours of 6in the Parallel of 16, of 8inche 
Equator, and of ro in the Parallel cf 8. And fothe reft intheir orders 
- The firft Hour before Sun-fetting, or che 23 Hour from the laft-Sun- 


~ fecting, may be drawn in like fort, through the common Hours of 3 after- 


noon.in the Parallel of 8, of § inthe Equator, and of 7 in the Parallel-of 
16. The fecond Hour before Sun-fetting, or the 22 Hour after the laft 
Sun-fetting, through the common Hours of 2in the Parallel of 8, of 4 
in the Equator, and of 6 in the Parallel of 16: And fo thereft in the 


like order, whereof you have another Example in the Diagram belonging 


tothe Declining Vertical, 


CHAP. XVHK 


To draw.the Horixontal-line in the former Planes: 


i a Bee common Hour-lines do. commenly depend on the fhadow of the 


Axis; but che Parallels of the Signs, and of the lengch of the Day, 
the Hour-lines from Sun-rifing and Sun-ferting, with many others, de- 
pend on the Shadow of the cop of the Style, or fome other Point in the 
Axis, which here fignificth the Center of the World, and is -reprefented 
by che Point B. And thefe Lines fo depending are thefi Onely ufeful, 
when they fall becween the two Tropicks, and within che Horizon. 

There may be feveral Horizontal-lines drawn upon every Plane, as I 
fhewed before in finding the Inclination of a Planes but the proper Hori- 
zontal-line,which is here meant, mutt always be inthe fame Plane with B 
the copof the Style; fo that inan Horizontal Plane chere-can be no fuch 
Horizontal-line: but in all other Planes it may be found by applying the 


_ Horizontal Leg of the Se@tor unto the top of the Style, and then working 
_as before; and.the Interfection of this Line with the Meridian or Subfty- 
lar-line may be found by Proportion. 


1. To find the Inter/eGtion of the Horizon with the Meridian in an Egut- 
notisal Plane. 


eAs the Tangent of 453-2. 
to the T.angent of the Latitude ¢ 
So is the Height of the Style, 
to the Diftance between the Style and the Horlzontal-Line. 
i As 


ey pe 


a VE 2 Gah he). | RON Sra a sc re es 
. ae es BAe. a ; ; 


- Asin the Example of the former Equinoctial Plane, extend the Com- | 
pafles from the Tangent of 45 gre unto 51 gr. 30m, the Tangent of the. 
Latitude, the fame extent will reach in the Line of Numbers from-sr . 
“ the length of the Stylé, unto 66, and fuch is the Diftance between the 
~ Style and the Horizoncal-linc: Wherefore I take 66 parts ouc of a Line 
of Inches, and’ prick them down in. the Meridian-line from C unto H 
above the Style in the upper Face, but below the Style in the lower Face 


78 9 draw the Horizontal-lings = , 


of the Plane; foa Right Line drawn through H, parallelto the Hour of 
6, thall be the Horizontal-line. a | 2 


2. To find the Inter{ettion of the Horicon with she Aderidian in aDireét 
‘Polar Plane. . 


As she Tangent of 45 gt 
to the Co-tangent of the Latitude : 
So the length of the Style, | | 
to the diftance betweenthe Style and the Horizontal-line. 
As in the Example of the former Polar Plane, extend the Compafles . 
from the Tangent of 45:.gr- unto the Tangent of 38 gr. 30 m.cheComs 
plemenc of the Latitude, the fame excent will reach inthe Line of Num= * 
~ bers from x. 61 the length of-the Style, unto.1.28, andfuchis the di- 
{tance upon the Meridian becween the Style and the Horizontal-line. iy 
In all upright Planes, whether they be Dire&, Vertical or Declining, 
or Meridian Plane:, the Horizonral-line muft always be drawn through 
_ Athe Foot of the Style,, as may appear in the Examples before. ee 
And generally, in all Planes whatfoever, the Horizontal-line muftbe 
drawn through the Interfection of the Equator with the Howrof 6. Or 
if that InterfeCtion fall wichout the Plane, yetif any Arksof thelengch — 
of the Day be drawn on the Plane, the Horizontal-line may be drawn 
chrough cheir Incerfections with the Hours of che Suns rifing or fetting. 


a ett Wr > = _ oe — 


Kae 


nere. mt ' : 
~ <Confider the length of the Style in Inches 
the diftance of each Azimuth from the Style, according to the Angle at 


ia ae i > 


—- The Deleription of the Vertical Circles. 79 


CHAP, XIX, 


To deferibe the Vertical Circles in the fortser Planese 


> 


He Vertical Circles, commonly called Azimnths, are Great Cir- 
cles drawn through the Zenith, by which we may know in what 
part of the Heaven the Sun is, how far from the Eaft or Weft, and how 


near unto the Meridian. | 
~ In allupright Planes, whether they be Dire&t Verticals, or Declining, 


| or Meridian Planes, the Semidiameter of che Horizon will be the fame 
_- with A B the perpendicular fide of the Style, and chefe Azimuths will 


be Parallels.one to the other, and the diftance of each Azimuth from the 
Foot of the Style upon the Horizontal-line, may be found in this man- 


and parts of Inches, and 
the Zenith in Degrees and Minutes. 
As the Tangent of 45 gr. 


- ¢0 the Tangent of Azimuth: 
So the length of the Style, 


to the length of the Horizontal-line between the Style dud the 


Aximath. 


As if it were reditired to draw the common Azimuths on the South 
Face of the Vertical Plane before defcribed, where A B the length of the 


Style may be fuppofed tobe 10 Inches, | 
Here the Plane having no‘declination, the Style is in the Plane 


of the Meridian, ‘and fo poincech direétly into the South, The 


Point of SHE is 11 gre 15 wa diftant from che Style, and SS £ 
22 gr. 30m, and the reft in their order: Wherefore extend «the 
Compafies from the Tangent of 45 gr. unto ro in the Line of Num- 


bers, the fame extent will reach from the Tangent of It gr. 15 ™ 
: unto 


eee = 


~ The Deferiprion of the Azimuthsy 


MS 7 


sto 
ACs 


| \ 


er 


\ 


- 
* 


j- jAn.Zen,| Tang. | nto %,99 in the Line of ‘Numbers for 


Gr. M.j[n,_ Pa.| the length of the Tangent-line, between 
: }o of © of the Style and the Pome S6E; and 
II 15/1 99) from the Tangent of 22 gr. 30 m. unto 

22 30| 4 %I4) 4.14 for SSE: And fo for the ret, } 
45| 6 68] asin this Table. \ 

143 O10 ©0 In like «manner, ‘in the firft Exam- 
| 15/14 971 ple of the Declining Plane, where the 
30.24 14] Style ftandeth according to the Declina- 

78 45|50 27] tion 24 gr,20 m. diftant from the South 
Eaff, 99 Olnfinic.| toward the Weft, the next Point of 


SOW 


| 


| 


(gom. and the third of SWbS is again 


j- fAn, Zen. Tang. 
.|Gr, M.In. Pa. 


9 gr. 25 m. and the reft in their order. [524/89 394 00 
Wherefore having before found the length SE {69 2018 03 
“of the Style to be 6 Inches 80 parts, ex. [S858 = 10 on 
tend the Compaffes from the Tangent of |> 5% |46 50) 7 25 
45 gr. unto 6.80 parts in the Line of S6E 135 3314 86 
“Numbers, che fame excent will reach from |$0#! [24 20) 3. o7} 
the Tangent of 24 gr. 20 m.unto 3.07 in Feeble 5) 1. 5 8 


. 


but fo. as they may be contained beeween / 


the Line of Numbers, for the length of f{2 SOO f 22 
the Tangent-line beeween the Style and the The| Foot of \the Style 
South; asd from che Tangent of 13 gr. J°#S| 9 25) 1 13h 
ly m. unto ¥. §8 for che Point of ShW: |S¥...|20 40] 2 §7 
and fo-for the reft; asin this Table. SWOV}31 55] 4. 24 
That done, if you take thefe Parts our [VOW |43. Ic} 6 375- 
of a ‘Lineof Inches,and prick them down = |” bS |54 25) 9 $0 
inthe-Horizoncal-line on eitherifide of the © (Wee 65 dots 02 
Style, drawing Right Lines perpendicular pe 72 _ SS|T9 26 
‘o the Horizon through thefe InterfeCtions, WEN RIES rola 45 


he Horizontal and the Tropicks, the Lines fo drawn thal! Lethe Azi- 


“nuths required. | ; 


Inian- Horizontal Plane thefe Azimuths are drawh more eafily: For 


ere the perpendicular fide of the Styleis the fame with the Axis of the 
forizon, and the-Foot of the Style is theVertical Point, in which ak 


he Azimuth-lines dommeer, as their'Circles do in the Zenith: Where= 


ore let any Circle defcribed on the Center Ay at the Foot of the Style, be 
livided firft into four parts, beginning at the-Meridian 5 and then cach 
juarter fubdivided’either into eight equal parts, according to the Points. 


if the Marinets Compafs, or into 90 gr. according to the Aftronemical 
livifion’s if youdraw Rjght Lines through the Center and thefe divifi- 
ms, the Linesfodrawn fhallbethe Azimuthsrequired, 

| Inall other Planes inclining to the Horizon, thefe Vertical Circles will 
neetina Point ; but chat Vertical Point being more or lefs diftant from 
he Foot of the Style; the Anglesat this Point will be uncqual, 


) 5 e435 4 yi 


Rl aan sy ge 


; upon a0 Inclining Plage, Sy 
‘SbwWisbut 13 gr. 5 m. diftant from the 
‘Style; and the fecond of SS wonely I gr. 


a: The Deferiptien of the Azimuths — 


x. To find the diftance ietmirs the oat of the Siyle 4 the V erlieal S| 
Point. | 


The Vertical Point, wherein all the Vertical Lines do meet, “will be ale 
ways in the Meridian,direétly under or over the top of the Style; and the 
Angle between the perpendicular fide of the Style, and the Vertical line, 
will be equal co the Inclination of the Plane to the Horizon. Wherefore, 


MIPS 


bis As the Tangent of 45 er. 
to the Tangent of i: Inclination of the Plane: 
Sois the length of the Style, a 
go the diftance betweenthe Foot of the Style and the Vertical Points | 
Sah Vag lig | Tie 


SS asi) Bee ~ vr Ss. Oe 
aes ve ; : ‘ L 1 pe - 
‘ 
| 
‘ 


ca apo an Taclining Planes 83 
_ Thus in the firft Example of the Declining Inclining Plane, where che 

“upper Face of the Plane looking South-weft, che Declination was 24 gr. 

20 m. the Inclination 36 gr. and you may fuppofe A B the length of the 
Style to be 6 Inches; if you extend the Compafies from the Tangent of 
45 gr. unto the Tangent of 36 gr. the {ame extent will reach inthe Line 
_of Numbers from 6,00 unto 4. 36, for the diftance AV, between A 
the Foot of the Style and V the Vertical Point. 


= 


“© 2, To find the diftance between the Foot of the Style and the Horizontat- 
| line. ; | 
.. Asthe Tangent of the Inclination of the Planes 

is tothe Tangent of 45 gr. 
Sothe length of the Style, | | 
; to the diffance between the Foot of the Style and the Horizental- 
ip ome line. 


© So the fame extent of the Compaffes as before will reach in the Lire of 
“Numbers from 6,00 unto 8. 26 for the diftance A H between the Foot 
of the Style and the Horizontal-line. 

"Then may you take 4 inch. 36 cent. and pricking them down from’ Av 
| the Foor of the Style, unto V the Vertical Point in the Meridian, draw 
the Line V A, which being produced, fhall cut the Horizon inthe Point 
H withRight Angles, and be chat particular Azimuth which ts perpendi- 
-cular cothe Plane. | 

Or, you may take8 inch. x6 cent. and prick them down1in the former 
“Line V A, produced from A unto H, and fo draw the Horizomtal-line 
| through H, perpendicular unto V H, which Horizontal-line being pro- 
duced, will crofsthe Equator in the fame Point wherein the Equator crof= 
fetch the Hour-line of 6, unlefs there be fome former error. 


3. To find the Angles made bythe Azinoath-lines at the Vertical Point. 


ws = 


The Angles at the Zenith depend on the Declination of the Plane, as 
in our Example, where the Style*ftandeth according to the Declination 
24 gr. 20 m. diftanc from the South toward the Weft, the Azimuch of 
10 gr, from the Meridian Eaftward willbe 34.gr. 20 m, the Azimuth of 
| 10 gr. Weltward willbe onely 14 gr. 20 m. diftant from the Style; and 
| fo sherett in their order. 


Lil 2 Or 


——_ FF NLC UN, 23 oes es eee, CL 4 Fe OR eee ike Bole Bays el ame ay a” Pos to on Pe iA yf: ie Pe, 


84 «= The Defeription of the Azimuths 


‘Or if you would rather defcribe the common Agimuths, the Point of 


SWE willbe 35 gr. 35 m. the Pointof SbW 13 gr. 5m. diftant from, — 
! dd a 


the Scyle ; and fo che reft in their order. Then, . 
| Abs the Sine of 90 ere | ie 

to the Co-fine of the Inclination of the Plane: 
So the Tangent of the Angle at the Zenith, 


to the Tangent of the Angle at the Vertical Point, between the Linea 


drawn through the Foot of the Style, and the Axinsuth required. 


the Sine of 54 gr. the fame extent thall 


in this Table. 


fcribe an occult Circle, and therein infcribe 


VH, and then draw Right Lines through 


Azimuths required. 
The like reafon holdeth for the drawing-of the Azimuths upon. all 


other Inclining Planes, whereof you have another Example in the Dia- 4 


gram belonging to the Meridian Incliner, as before. 


Or, for further fatisfaction you may find. where each Azimuth-line. 


fhall crofs the Equator. 


As the Sine of g0 gr. 
te the Sine of the Latitude : | 
Se 


ma 
‘-. 


Wherefore the Inclination of the Plane | 
in our Example being 36 gr. extend the 
Compafies from the Sine of 90. gr. unto 


reach inthe Line of Tangents from 24 gr. 
20 m. unto 20 gr. 5 m. for the Angle | 
HV aat the Vertical Point, between the 
Line VH, drawn through A the Foot of — 
theScyle, and che South. Again, the fame _ 
extent will reach from the Tangent of 13. 
£r.§ m. anto 10 gr. 38 m. for the Angle 
belonging to S b¥3 and fo for the reft, as 


Thefe Angles being known, if on the - 
Center V, at the Vertical Point, you de- 


the Chords.of thefe Angles from the Line | 


the Vertical Point, and the Terms of thofe | 


Chords, the Lines fo drawn fhall be che 


es 


upon an Inchining Plane. - 
Sothe Tangent of the Azimuth from the Meridian, 
tothe Tangent of the Equator from the Meridian. 


«by 


Extend che Compafies from the Sine of go gr. unto che Sine of our 


| Laticude 51 gr. 30 m. the fame Excent will reach in che Line of Tangents 
__from 10 gr. unto 7 gr. §0m. for the Interfeétion of the Equator with ~ 


the Azimuth of 1ogr. fromthe Meridian. Again, the fame extent will 
reach from 20 gr. unto lt 5 gr. §4 mm. for the Azimuth of 20 gr. And fo 


the reft, as in thefe Tables. 


Azim Equat, : Equat. 
Gr. M. | Gr. M Gr. M. | Gre M. 
TOO TOW 7 go Sy ae §1 
202 O PIS? 54 22, 30/18 58 
30 0424 20 33.6 BS | Az FO) o 
40 2/8 18 45 Oh JO 
50. 0143 oO JO 15 | 49 30 
60 O53 35 67 301 62°" 6 
70 (0 | 6S / bs 45 175 44 
80° 0177 18 90 0 | 99 Oo 
90 o|90: 0 


By which you may fee that the Azimuth go-gr, diftant from the Meri- 


dian, which isthe Line of Eaft and Weft, will crofs the Equator at go gr. 


from the Meridian, in the fame Point with the Horizontal-line and the — 
Hour of 6: and that the Azimuth of 45 gr. will crofs the Equator at 38’ gr. 


Like m. from the Meridian; that isy the Line of S$ E will crofs the Equator 


atthe Hour of 9 and 28 m. inthe Morning, and the Line of § W: at 2 bo. 


 32m.inthe Afternoon: And {fo for the reft; whereby. you may examine 
your former Work, 


CHAP. XX. 
To deferibe the Parallels of the Horizon in the former Planes. 


*# He Parallels of the Horizon, commonly called Almicanters, or Pa- 
rallelsof Altitude (whereby we may know the Altitude of the Sun 


above the Horizon) have {uch refpeét unto the Horjzon, as the Parallelsof 


Decli- 


ie. hon, .. te - Ee EO Ne ER Ae a OE na Len ee eae a tee ae 


“96 The Defeription of the Parellel of the Horlzon . 
Declination unto the Equator, and fo maybe defcribed in like manner)~ 
In an Horizontal Plane chefe Parallels will be perfe& Circles y where- 


’ fore knowing the length of the Style in Inches and parts, and the diftance 
* of the Parallels from the Horizon in Degrees and Minutes, ; 


As the Tangent of 45 gt. | 
is to the length of the Style: 
S6 the Co-tangent of the Parallel, 
to the Semidiamseter of bis Circle. 


“Thus in che Example of the Horizontal Plane, if ‘A Bcthelensthof the ~ 
Style thall be 5 Inches, and chat ic were required to find the Semidiame- 
cer of the Parallel of 62.-¢r. extend che’ Compaffes from the Tangent of __ 
“45 gr. unto 5. 08 in the Line of Numbers, the fame extent will reach 
from the Tangent of 28 gr. the Complement of the Parallel, unto 2.65: 
And if you defcribe a Circle onthe Center A, to the Semidiamerer of 
~2 inch. 65 cent, it fhall be che Parallel required. eo | 
In all upright Planes, whether they be Dire& Verticals, or Declining, 
or Meridian Planes, thefe Parallels will be Conical Se@ions, and may be 
~ . drawn through’ their Points of Interfection with the Azimuth-lines, in 
the fame manner as the ‘Parallels of Declination through their Points of 
InterfeGtion with the Hour-lines. To this end, you may firft find che — 
- diftance between che cop of the Style and the Azimuth, and then the di- 
ftance between the Horizon and the Parallel, both which may be repree 
_ fenced in this manner. | 
On the Cencer B, and. any Semidiameter BH, defcribe an occule Ark 
of a Circle, and therein infcribe che Chords of fuch Parallels of Altitude 
_as you intend to draw on the Plane, (I havehere put them for rg, 30, 45, 
and 60 gr.) then draw Right Lines through the Center and the Terms of 
- thofe Chords, fo the Line B H fhall be che Horizon, and the reft the Lines 
of Altitude, according to their diftance from the Horizon. | 
~ Thar done, confider your Plane, (which here for example is theSouth 
‘Face of our Vertical Plane ) wherein having drawn both the Horizontal © 
cand Vertical Lines, as I {hewed before, firft cake our A Behe length of © 
~ the Style, and prick chat down in this Horizontal’Line from, B unto A 3. 
then take out all rhe diftances between B the cop of the Style and the fe- 
veral Points wherein the Vertical Lines do crofs the Horizontal, transfer — 
them into this Horizontal-line BH, fromthe Center B, and at che Terms 
~of thefe diftances erect Lines perpendicular to. the Horizon, noting chem 
. | with 


lhe.) Ss erg ; ¢ , 
io ~ , * -~ 


- “upon an Horizontal Plane. ) 87 


aa eer 
See 


Rm. 


HW . 
TB scans Ae 
. : 


— wich the Number or Letter of the Azimuth from whence they ih bs 
ken ; fothefePerpendiculars thall reprefent chofe Azimuths, and the fe~ - 
veral diftances between the Horizon and the Lines of Altitude thall give: 

the like diftances between the Horizontal and the Parallels of Altitude « 
upon the Azimuthsin your Plane. Upon this ground it followecth, 


‘1, To find’ the diftance between the top of the Style, and the feveral Points - 
whereinthe Azimuths do crefsthe Horizontal-line. 


Having drawn theHorizontal and Azimuth Lines as before, look into - 
the Table by which you drew them, and there you {hall havethe Angles.at.. 
the Zenith. Then, : ) | + 


As the Co fine of the Angle at the Zenith, . 
js.t0 the Sine of 90. gre 

So the length of the Style, 
to the Diftance required, - 


7 Azimuths. 


we ert aa hoe 6 La ll bs sul Oe os 


$8 The Defeviptiow of the Parallels of the Elovizon 


; 


atk 


OP 
7 


Te 


at 
HAS 
HEAT 


\ 


TF 


muths.iGr. M.\In. 


7 So ee 


Ang.Ze./Tangent] Secant. |Par. 15. 30. 


JES 178 45\50 a7lyr 26l13, F329” 
-|Eaf. 90 o-Infinie. Infinit. (Infinit. |Infinic. | 


AA RCPS. ] 
r oe 


| er 
iv 


8 


. _ aon an Inclining Plante — | 
As in our Example of the Vertical Plane, where AB the length 


_ of the Style was {uppofed to be 10 Inches, extend the Compaffes from 
the Sine of 7g gr. 45 m. (the Complement of 11 gr. 15 m. the Angle ac 


the Zenith, belonging to §4 E and SbW) unto the Sine of 90 gr. the 


- fameexcent willreach from 10. e@ the length of the Style, unto 10. 20, 


| _ for the diftance between the top of the Style and the Interfegtton of the 
- Azimuth S 4 E with che Horizoncal line, which diftance may be called 


the Secant of the Azimuth, and may ferve forthe drawing of the Paral- 


‘Aclof 45 gr. from the Horizon, The like reafon holdeth for the reft of 


thee diftances here reprefented in the Line BH. 


aur. ie 


ae 


2. To find the diftance betwten the Horizon and-the Parallels. 


4s the Tangent of 45 er. | 
to the Tangent of the Parallel: 
So the Secant of the Azimuth, 
to the Diftance required. — 


As if it were required to draw the Parallel of 1 5 gr. from the Horizon, 


upon this Vércical Plane; extend the Compafles from the Tangent of 


45 gr. unto the Tangent of 15 gr. the fame extent will reachin che Line 
of Numbers from 10. oo the Secant of the South Azimuth, unto 2. 68, 
and therefore the diftance between the Horizon and the Parallel of 15 gre 


is 2 inch. 68 cent. upon the South Azimuth, Again, the fame extent 


will reach ffom 10. 20 cheSecant of SbE, unto 2. 73, for the like die” 
ftance belonging to S6E and SbW: And fo for the reft, which may 
de gathered and fer down in the Table. 


That done, and the Horizon and Azimuths being drawn, prick down 


10 Inches from the Horizonral- fine upon the South Azimuth,and 10 isch. 


20 cent, on the Azimuths ef Sb E and S LW, and 10 inch. 82 cent. on 
the Azimuths of § § Eand S § W, and 12 inch, 3 cent. onthe Azimuths 
of SEL Sand SWbS, and fo the reft of thefe diftances on their feve- 


yal Azimuths: then if you draw a crooked Line through thefe Points, 


that may make no Angles, che Line fo drawn thall be the Parallel of 45 gr. 


_ from the Horizon. ‘In like manner may youdraw the Parallel of 15 gr. 


or any other Parallel of Altitude, upon any Vercical Plane. 


If the Plane incline to the Horizon; after we have found the Vertical 
Point, and drawn the Horizontal-line, we are farcher to find che length 


“of the Axis of the Horizon, then the Angles betwixt this Axis and the 


Mmm Azimuth 


go To draw the Parallels of the Horizon 
Azimuthelines, and fo che feveral diftances between the Parallels and the 
Vertical Point, all which may be reprefented in this manner. 


Onthe Center B, andany Semidiameter, defcribe an occult Quadrane 


of a Circle, and therein infcribe the Chords of fuch Parallels of Altitude 


as you intend to draw on the Plane, drawing Right Lines through the - 
Center and the Terms of thefe Chords, fo the Line B H thall be che Hori-. . 


zon, and his Perpendicular B V the Axis of the Horizon, andthe reft the - 


Linesot Alticude, according to their diftance fromthe Horizon. | 
_ That done, confider your Plane, which here, for exampleyis che firft of 
ef our three Declining Inclining Planes; wherein having drawn both 


the Horizontal and Vertical Lines, as I fhewed before, firftrake out the - 


Axis of the Horizon, which is the Line becween B the top of the Style and 
V the Vertical Point, and prick thacdown in this Figure fromB unto 


V5 then cake out both the Line V H, and all che reftof the diftances bee 


tween V the Vertical Point and the feveral Points wherein the Vercical . 


Lines do crofs che Horizontal Line of this Figure from the Point V, noting 


the place where they crofs the Horizontal-line, with the Number or Letter 


of the Azimuth from whence they were taken, and drawing the Azi- | 


muth-lines from V chrough the Lines of the Altitude. 


Or having the Se&tor, you may draw an occult Line V E er Vera 
Tarcothe Axis V B,. and here prick down the Tangent of the Comp 


“ 


rig | 
-% 
4 


ment 


; 


~ 


sb apietes: ait a atti "hee | : 
pens ane Zaclining Plant. ot 


ment of the Inclination of che Plane from V unto E: then draw the Line 

EF parallel co the Axis, croffing the Line V H produced in the Point F 5 
fo this Line E F will be as the Line of Sines upon the Seétor, and therein 
you may prick down the Sines of the Complement of the Angles at the 
_ Zenith from E towards F, and draw the Vertical-lines by thofe Points 
) through the Lines of Altitude ; fo the Angles at V, between the Axis 
‘VB and thofe Azimuth-lines, thall be the Angles between the Axis of 
the Horizon and the Azimuth-lines on your Plane, and the feveral diftan- 
ces between the Point V and the Lines of Altirude fhall give the like 
- diftances berween the Vertical Point and the Parallels of Alcitude upon 
the Azimuths in yourPlane. Upon thisground it followeth, 


1. To find the length of the Axis of the Horizon. 


The Vertical, Point is always either direlly over or under the top of 
the Style, and the diftance between them is that which I call che Axis of 


‘the Horizon, which may thus be found ny oa 


As the Co-fine of the Inclination, 
to the Sine of 90 gr. 
-Sothe length of the Style, sith Pox 
to the length of the Axis of the Horizons 
For example, in the firft of the three Declining Inclining Planes, the 
Jaclination to the Horizon is 36 gr. the length of the Style A B 6 Inches; 
extend the Compaffes from the Sine of 54 gr. the Complement of the In- 


dination, unto the Sine of 96 gr. the fame extent will reach in the Line 
of Numbers from 6. oo unto 7.42 5 and fuch is V B the length of the 


‘Axis required. 


2, Te find the eAngles coatained between the Horizon and the Werticat 
Lines upon onr Plane. bee ii 


a 
de 


The Angles at the Vertical Point between the Axis of ae Horizon and 


the Azimuth-lines upon your Plane, are reprefented in this Figure by. 


thofeat V, between V.B.and the Azimuths,. The. Angles between the 
Horizon and the Azimuth-lines being Complements to the former, are 
reprefenred eicher by thofe which are made by V E, or by BH, and rhe 
Azimuth. lines which are drawn from V. a. 

Mmm 2 That 


en ae 


; é Dhan ot tae ORO aEeS Ree ee 1 eS ee =e 
/ ar ; P aN we aay 
s aN & , * : : 
\ ¥ 


92 The Defcription of, the Parallels of the Horizon = — 
That you may find them, look into the Table by which £6 drew the — 
rt ‘ . ‘ 

Azimuth-lines, there fha!l-you find che Angles act cheteonich, Then, 
“As the Sine of 90 gr. aiid 
tothe Co-fine of the Angle at the Zenith: 
Sothe Tangent of Inclination to.the Horizon, 


to di z angent of the Angle between the Horizon and the Vet | 
: i 


“Tnourexample, where the Inclination to the Horizon is 36 gr. and the 
_ Angleatthe Zenith, between the Azimuth ac che Style and the Meridian, 


is according to the Declination 24 gr. 20 m. extend the Compafies Pa a 
ehe Sine of 90g. nnto the Tangent of 30¢r, che fame extent will reach 
¢ oe i "from. 


We Ang.Ze.] Ang. V.{An. Ho.| Horiz {11 18/26 34145 Oo 
| | muths. \Gr. M.|Gr. M.|Gr. M.|In, Pa.lIn. Pa.lfn. Pa.lins Pav 
| Eft. |t14 20\119 12/16 40 Inf. 38. GolIl oF 
(sees FOF 9 $1 1060249 220 nite 210 24|22 401 9 oOo 
(ESE lot soloz 16) t 20] "Jar o8lry 5717 60 
(| SEDLE |80 35178 as| 6 47/62 82/23 4ali2 o7| 6 68 
SE 69 20/6§ O]14 23129 87116 79/10 %12! 6 oo 
SEbS |\58 5|52 25121 0,20 70113 611 8 ool 5 oh 
SSE |46 50/40 46/26 25/16 68{1r go] 8 37 5459 
{SFE 135 35130 3/30 35/14 §8110 go] 7 gol 5 42 
| et 24 20/20 §/33 30113 44)10 eh a 35] 
([SbwW |13  §|t0 39/35 17]12 84l10 2] 7 SiS coon 
[SSH [1 sof t 20/35 sojtz_ 62] 9 90} 7 45 Sey 
| eae | Size. {O° 0130 ONS “621, 4 : 7 : $ a3 
‘[SWes | 9 251 7. 38/35 37/12 741 9 90] 7 sol 5 32h 
SW 20 40116 $8134 12]13 20]10 20] 7 sot 5° 34h7 
[SWE 13t 55/26 45/31 46/14 13/10 67/7 811 3 30 
|W SW |43. 10/37 11/27 §sits  B5jr1 So] 8 15]~5° “49 
TWhS [84 25/48 30122 ssl19. osl12 04] 8 73 5 66 
|Weff 165 . 40/60 48116 goj25 87]19 gt] 9 6o 5 96 
THEN 176 55173 $81 9. 20/45 75\20 Ggltr 3216 4oy 
wNw\88 10 37 44. t 20/318 88/33 27/14 18) 7 25 
{Nvbwigg 25\101 35] 6 47| Infi- 192. 40!19 60\ 8 48 
~NW [10 40\115 oof14 23] nice. | 31 4/10. 30 
| Then may you either draw chefe Angeles at V in the former Bioure. 

_ more perfectly, and chence finith your Work, or elfe-proceed.. 
4 33 Te: 


I "upon an Inclining Plane. 
_ from the Sine of 65 gr 


93 


. 4.0 2. the Complement of che Angle at the Zeniti, 
unto the Tangent of 33 gr. 30m, fer the Angle contained between the. 
| Horizon and the South part of the Meridian-line. Again, the fame ex- 
_tenc will reach from the Co-fine of 35 gr. 35 ms, the Angle at the Zenith 
‘belonging to SLE, unto the Tangent of 30gr. 3m. for the Angle be- 
tween the Horizon and the Azimuth-line of SBE. The like reafcm 
 holdeth forthe reft, which may be found and fet down in the Table. 


of To deferibe the Parallels of the Horizon 


3. To find the diftance Letween the Vertical Point, andthe Parallel of | 


© the Horjxon. 2 Sipps 


. & Thefe diftancesmay be found by refolving the Triangles in the laft Fis 


~ gure made by the Axis, the Lines of Alcicude, and the Azimuth lines. 


For having the length of the Axis, and the Angle at the Horizon, if you 


add the diftance of the Parallel from the Horizon, unto the Angle at che 
Horizon, you thall have the Angleat the Parallel, Then, 


eA the Sine of the Angle at the Parallel, 
to the Co-fine of the eAltitude : 
So the length of the Axis, 
to the difance between the Vertical Point and the Parallel. 


Thus in our Example, if it were required to find the diftance upon the — 
Stylar Azimuth V H, between the Vertical Point and the Horizon, you. 


have the Rectangle Triangle V BH, wherein che Angle ac the Horizon 


here reprefented by B H V is (equal to the Inclination of che Plane) 36 gre 


and B V the Axis of the Horizon between the Plane and the top of che 
Style is-7 inch. 42 cent. Wherefore extend the Compafies from the Sine 


of 36 gr. untothe Sine of 90 gr. the Complement of the Altitude, the — 
fame.extent will reach in the Line of Numbers from 7. 42 unto 12,623 
and {uch is the diftance of the Perpendicular Azimuth-line V H, between | 


the Vertical Point and the Horizon. 


In like manner, 1f you would find the diftance upon the Meridian | 


between the Vertical Pointe and the Horizon, extend the Compafies from 
theSine of 33 gr. 30m. the Angle at the Horizon, tothe Sine of 90 gr. 


the fame extenc will reach in the Line of Numbers from 7.42unto 13.44, _ 
and {uch is V 4 the diftance becween the Vertical Point and che Horizon — 


upon the Line of the Souch Azimuth, that is, upon the Meridian-line, 


eS EEE EE ee eee 


But if you would find the diftance upon the Meridian between the 


Vertical Point and any other Parallel of the Horizon, as upon the Paral- 


lel of 26 gr. 34m. then add thefe 26 gr. 34 m. unto 33 gr. 30m. the 


Angle at the Horizon, fo thall you have 60 gr.4m™. for B DV the An- 
gle ac the Parallel. And if yon extend che Compafles from the Sine of 60 gr, 
4m. unto the Sine of 63 gr. 26 m. the Complement of the Parallel from 


the Horizon, the fame excent will reach in the Line of Numbers from | 


7-42 the length of the Axis, unto 7, 66, and fuch isthe diftance V D 


berween | 


| 


ups an Inclining Planes 9% 


between the Vertical Point and the Parallel of 26 gr. 34 upon the Me- 
“tidian-line, The like reafon holdeth for all che reft, which may be ga- 
thered and fet down in the Table, 


- Thardone, and the Horizon drawn asbetore, if you would draw the 


*Parallel of 26 gr. 34 m. from the Horizon, look into the Table, and there 


finding under the Title of the Parallel of 26. 34 the diftance on the South 
Azimuth-line to be 7. 66, take 7 inch, 66 cent..out of a Line of Inches, 
and prick them.down on the Meridian of your Plane from the Vertical 
Point at V,: . oe ‘ 
Or if either the Vertical Point fall without your Plane, or the extent 
at any time be’ too large for your Compafles, you may prick down the 
diftance between che Hor'zon and the Parallel. “As here the diftance be- 
tween the Vertical Point and the Parallel is 7.66, berween the Vertical 
Point and the Horizon 13.44, the difference between them 5, 78 isthe 


 diftance from the Horizon to the Parallel, which being pricked. down 


upon the Meridian, fhall give che fame Interfection as before, . And the 


| Tike reafon holdeth for the pricking down the reft of cheir diftances on 


their feveral Azimuths. 
~ Having the Point of Interfeétion between the Azimuths and the Paral- 


lel; you may joynthem all in a crooked Line, without making of Angles ; 


_ the Line fo drawn thall be che Parallel required. And upon this ground tr 


- followeth, 
| 2 ; 
Todefcribe fach Parallels on the former Planes, 48 may {hem the propors 
tion of the Shadow xnto the Gnomon. . 


“The proportion of a Mans Shadow unto his Heighe, or other Shadow to- 


~ hisGnomon, fet perpendicular tothe Horizon, may be fhewed by Paral- 


lels to the Horizon, if they be drawntoadue Altitude, which may, thus: 


ie Fue 


‘As the length of the Shadow, 
to the length of the Gnomon = 
So the Tangent of 4.5 gr 
tothe Tangent of the Altitude. 


V4 ‘As if it were required to find the Altitude of the Sun when the Sha- 
dow of a Man hall be decupleto his Height, extend the Compafles from- 
x6 wnto Bin the Line of Numbers), the fame extent will reach in the Tan- 
peat. 


vo - y ao ON oe ee oe ae a + “Ne x 
- ne a = ~guke \ os 
2 ; é Ni 


96 The Proportion of Shadows, 1 
Bent of 4§ gr. unto the Tangent of § gr. 42m. which fhews that when _ 
the Sun cometh to the Altitude of § gr.42 m. your Shadow upon a level — 
Ground will be cen cimesas much as your Height. In thé fame manner — 
you may find, that at-7 gr. 7 m. of Altitude your Shadow will bea duple, _ 
at 9 gr. 27 m. fextuple, ac 11 gr. 18 m. quintuple, at 14 gr. 2m. quadru- — 
ple, ac 18 gr. 26 m. triple, at 26 gr. 33 m. double to your Height, ar 33 gr. 
4I m. as 3unto 2, at 36 gr. 52m. as 2 unto 3, atZ4gr. 39m.ass unto 
4, at 4g gr. equal, at st gr. 20m. as 4unto §, at 53 gr.7 m. a5 3 une 
to 4, ats6 gr. 19m. as 4 unto 3, at 58 er. 2m. asjuntos, ar63gr. | 
26 m. as T unto 2, eo. : 
_ If then you draw a Parallel co the Horizon at § gr. 42m. another at 
7 gr. 7m. and {o the reft, when the thadow of the Style fallech on the — 
~ Parallel, you have the proportion, and thereby may you know. the Shadow 
by the Height, and the Height by che Shadow, whereof you haveanexam- 
ple tpag. 8. ROT G7 ‘a 
I might here proceed to fhew the Defcription of the Circles of Pofition, 
the Signs of the Zodiack in the Meridian,the Signs afcending and de(cend= 
ing, with fuch other Gnomonical Conclufions: but thefe would prove — 
{uperfluous to fuch as underftand the Doétrine of the Sphere ;and for 
others, that which is delivered may fuffice for ordinary ufe, it being my | 
intention not fo muchto explain the full ule of Shadows, (whereof I have 
lately given a large example in another place) as the ufe of thefe Lines of | 
Proportion, that were“not extant heretofore. ; 


- 


re A 
ne 


i. . r ee é 7 ht , i a ‘ "4 “ff; 


FAPPEN DY X 


i 
| 
| 


CONCERNING THE 
DEsCRIPTION and Use 
| Ofafmall Portable | 

UADRANI, 
| “For the more eafie finding of the 
HOUR ad AZIMUTH, 
) AND — | | 
Other Aftronomical and Geometrical Condlufions. 


| 
i 
| 
} 
| 
| 


Of the Defcription of the Quadrant. 


POR CD Aving defcribed thefe ftanding Planes, J will now fhew 
g the moft of chefe Conclufions bya {mall Quadrant. This 
® might be done generally for all Lacicades, by a quarter 
orea| WG of the general Aftrolabe, defcribed before in the Ufe of 
CY ser> che Sector ; and particularly for any one Latimude, by a 
“~~ quarter of the particular Aftrolabe, there alfo defcribed 5 
: which if ic be a Foot Semidiameter, may fhew the Azimuth untoa De- 


“ner. 
Nan t.Ulpon | 


j 
| 
| 
| 


| 


Sy ae = oa) nd my Pour’ ait OER ee Sy Me CP by PN Ce ‘ 
: : f ¥ v D \ aly 3 fi , r eS 


9% Che Infeription of the General Lines, 


1, Upon the Center A; and Semidiameter-A’ By defcribethe Ark BC3- 
the fame Semidiameter will fet off 60 grs and the half of that will be 
30 gr. which being added to the former 60 gr. will make the Ark BC : 
, : Ye ij 


im 


| The lafeription of the General Lines. . 99 
be 90 gr. the fourth part of the whole Circle, and thence comes the 
name of a Quadrant. - | 
2, Leaving fome little fpace for the Infcription of the Months and Days, 
on the fame Center A, and Semidiameter AT, defcribe the Ark TD, 
which fhall ferve for either Tropick. | | 

3. Divide the Line AT in the Point E, in fuch proportion, as that 


_AT being 10000, A E may be 6556, and there draw another Line E Fy. 
which fhall ferve for the Equator; or AE being rog00, let ET be 


253. | 
4. Divide A F the Semidiameter of the Equator in the Point'G, fo as 
__AF being 10000, the Line A G may be 4343: and on the Center G, 
and Semidiameter GD, defcribe the Ark ED, which {hall ferve for a 
| fonrth part of the Ecliptick. 

|g. This part of the Ecliptick may be divided into three Signs, and each 


A Table of Right Afcenfians. 


30 127 $4157 48l90 Oo 


ages 
As the Right Afcenfion of the firft Point of w& being 27 gr..54 mm. 
you may lay a Ruler to the Center A and 27 gr. 54m. in the 
Quadrant BC, the Point where the Ruler croffech the Ecliptick thall 


be the firft Point of &. In like manner, the Right Afcenfion of 


the firft Poine of 1 being 57 gr. 48 m. if you lay a Ruler to the 
Center Aand §7 g7-48 2. in the Quadranr, the Point where the Ruler 
-eroffeth the Ecliptick fhall be the firft Poine of : And fo for the 
_reft. But che Lines of diftingtion between Sign and Sign may be 
| beft drawn from the Center G. / 


None 6, The 


Sien into 30 gr. by a Table of Right Afcenfions, made as followeth. 


+ i ia 
Z 


Gre) Parts. 6, The Line ET between the Equator-and the 
—- 176.) Jtopicky which I call che Line of Declination, may _ 
: Z be divided into 23 gr. ¢ out of this Table, For lec 
2 355 | A E the Semidiameter of the Equator be 10000, the - 
3 3 Hi diftance between the Equator and 10 gr. of Decli- . 
| i i nation may be 1917 more ; between the Equator and’ | 
EDia te tie lige er. 42813 the diftance of the Tropick from the . 
4 0 as Equator 5252. 
YAR zag q+ You may put inthe moft of the principal Stars. « 
4 & | 1503 | beeween the Equatorand the Fropick of &, by their | 
q 9 1708 | Declination from the Equator, and Right A(cenfioa 
J TO} 1917 | fromthe next Equinoétial: Point. As the Declination — 
11 2130 y of the Wing of Pegafus being 13 gr. 7m. the Right 
12 2348 | Afcenfion 358 gr. 34:m, fromthe firft Point of 7, 
13) {> 2971 | or t.gr. 26 m. fhorcof it. If you draw an occult Pa- 
14 | 2799 | yvallelchrough £3 gr. 7m.-of Declination, and then 
TS {_3032 ) Jay theRuler tothe Center A, and 1 gr. 26 m.in the | 
| 16 3290 uadrant BC, the Point where the Ruler croffeth 
17 3514 | -theParallel fhall bethePlacefor the Wing of Pegafu, 
| 18 3763 | -towhich you may fet the name and the time when 
19 4019 4 -hecometh to the South at-midnight ig chis manners | 
| 20 | 4281 W..Peg.* 23 Ho. 54 24. And fo for the reft of thefe | 
“21 | 4550 | five, or any other Stars. | | 
BD 4825 
23 5104. 
Trop. | 5258 


(Ho. MIR, Afc,[Dec. M. 


Pegafus Wing *| March 3/23 5 | I O6/13 47 
Ar fharns “| Odober 14/14 ©0830 o7j21 8 
\Lions Heart * | eAugaft 7] 9 50)32 28/13 42 
Balls Eye * | Ma 16] 4 1864 I8its 46 
Vultures Heart * | Fanuary  ilig 35 | 


66 26/8 . 3 


%. There being {pace fufficient between the Equator and the Center,. 
you may there defcribe the Quadrat, and divide each of the two Sides 
fartheft from the’ Center A into 100 parts3, fo thall che Quadrant be pre=. 
pared generally for any Latitude. 

But before you draw the particular Lines, you are to fic four Tables. 
under your Latitude. : Firt, 


t 


ee RSS CO rere eas, CTE ESSER ee NY eee ey 
| Dies. o 5 Ipe 4 TS 20 25 30 
| ee renee Se et Le rer + eee 


Afune GE 36/61 §4162 ol61 58/61 451/61 © 22/60 


NO&ober |31 46|29 $3128 3126 16 


— 


To deaya Table of the Meridian Altitudes, 10% 
 Firft, a Table of Meridian Altitudes, for divifion of the Circle of 


_ Days and Months, which imay be chus made. Confider-the Laticude 
of the Place, andthe Declination of the Sun foreach Day of the Years 


¥f the Latitude and Declination be alike, both North, or both Southy. 
add the Declination to the Complement of the Earitude; if they be un 


like, one North, andthe other South, fubcraé& the Declination from the. 


Complement of the Latitude, che Remainder will be the Meridian Alti- 
tude belonging unto the Day. \ 


Thus in our Latitude of 51 gr. 30m. Northward, whofe: Comple-. 


ment is 38 gr. 30 m, the Declination upon the tenth day of Fane will be 
23¢r. 30m. Northward ; wherefore ] add 23 gr. 30m. unto 38 gro. 
3.0 m. the fumof both is 62 gr. for the Meridian Alcitude atthe tenth of: 
Fane. The Declination upon the.tenth of December will be 23 gr. 307. 
Southward, wherefore I take thefe 23 ¢r. 30m. out of 38: gr..30 ms 
there will remain I5 gr. forthe Meridian Altitude at the renthof Decem=. 
ler ; and in thismanner you may find the Meridian Altimde for. each 
Day of the Year, and fec them down in a Table. | 


6 


eA Table of the Meridian Altitudes. 


Months. \Gr, M.|Gr. M./Gr. M./Gr. M|Gr. M/Gr. MJGr. M, 


SE 


January 16 31/17 24118 ‘adélrg: 37/20 §7|22 24123 - 58 
February \24 17125 $9127 45/29 35/31 29133 25 
March |34 35|36 33138 32/40 30/42 27144 22146 15 
April [46 37148 26]50 rr]§r S053 25154 $3156 15 
May \§6 15197 29/58 35159 33/60 22161 2161 31 


Faly GO 49/60 6/59 14/58 13157" 4155 48]54 24 
Anguft \S4 715% 36/30 Sol49 17147 31143 41]43 26 
September\43 26/41 30/30 33/37 36/35 38133 41|3r 46} 

24 35/22 Solar 29 
Novemb.\21 12/19 §1/18 39/17 36)16 43/16 ojrg 28 
December|15§ 28 I§ Ji1y O|I§ abn I7|Iy 44 16 22, 


The Table being made, you may infcribe the Months, and Days of 
3 each, 


SAAS yy PERE PS ee ts noe ta, Fe ae oe 
nett wa: . ; | 
‘ 


102. To fita Table for drawing and dividing of the Hivizon, 
each Month into your Quadrant, in the {pace left below the Tropick? 
For, lay the Ruler unto the Center Ay and 16 gr. 31 .in the Quadrant 
BC, there may you draw a Line for the end of December and beginning — 
of Fanuarys then laying your Ruler to the Center A, and 24 gr. 17 m. 
inthe Quadrant, there draw che end of Fansary and beginning of Fea 
braary, and fo thereft, which may be noted with J, F, M, A, M, J, ec, 
the firft Letters of each Month, and willhere fall between 15 gr. and 
62 gre. 

the fecond Table which you areto fit, may ferve for the drawing and 
dividing of the Horizon. For drawing of the Horizon, 


Abs the Co-tangent of the Latitude, 
to the Tangent of the greatef Declination: 
Sothe Sine of 90 er. | 
to the Sine of the Interfettion where the Horizon {hall crofsthe 
Tropicks | 


So in our Latitude of 51 gr. 30 m,. we thall find the Horizon tocut the 
Tropick in 33 gr. gm. wherefore if you lay the Ruler tothe Center A, _ 
and 33 gr.gm. inthe Quadrant, thePoint where the Ruler croffeth the 
Tropick fhall be the Point where the Horizon croffeth the Tropick. And 
if you find a Point at Hin the Line A C, whereon fetting the Compaf- 
fes, you may bring the Point at Eand this Point in the Tropick both 
Into a Circle, che Point H fhall bethe Center, and the Ark fo drawn (hall — 
be the Horizon. , 

Then for the divifien of thisHorizon, 


As the Sine of 99 gr. 
‘tothe Sine of the Latitude: 
So the Tangent of the Horizon, 
to the Tangent of the Ark in the Quadrant, which (hall divide 
the Horizon. 


So inour Latitude of §2 gr. 30m. we hall find 7 Or. $2 ms belong- 


ing to 1Ogr, in the Horizon, and 1 5 fre 54m, belonging to 20 gr. And 
eo che reft, asin this Table. . 8 & 


. 


: AT able for dividing of the Horizon: 103 

3 \Gr.M. S Gr. M. > Gr.M. IGM. 2 /GrM, > Gr.M.| 

9} 0 0|15 pbs 1S 30124 19/45|38 2)60153 35|75!71 5 

‘0 471 112 39 Pate) 4 aha eS 54411 172 19 

Ix 34] [13 27) 26 4] [40 of ss 48] [73 32 

-2 21) {14 16) {26 57] {41 OO} {56 56] 174 48 

3 Ble JES. Al 127 SO) 142 0] eige aha! °3 

S43 SSIZO1TS 54/35/28 43150143 Ol65|59 13180177 18 
4.42) |160 431 (29 37] |44 1 


60°22]. 178''33 


| 5 29] |17 33) [30 32] [45 3] |6r 311 I79 40 
Re 6 27} |18. 22) 31 27) [46 §] |62 41] {81 5 
| 7 4) [19 12, 432 22) 147 8! 162-s21 [82 27 
Io] 7 s2!25 20__2)/40]33 18/55/48 11/70[65 3|85/83 37) 

8 39] |20 53] [34 14! 149 14) [66 15) -!84 53 

9 27 21 44) 135 10] |50 rol |67 | 86 10 

10 14! {22 367 136 7| |§1 24] 168 391 (87 26 

II 2| [23 27] -137 4| |52 29] {69 521 {88 43 

I§|II_ $1!30'24. 19/45/38 2160]53 35!75|71 sf{ool90 oO 


Wherefore.you may lay the Ruler to the Center A, and 7 Lre 52 Me 


in the Quadrane BC, the Point where the Ruler croffech the Horizon 


fhall be 1o.gr. in the Horizon 3. and fo for che refte: But. the Lines of . 
- diftinétion between each fitth Degree will be beftdrawn from the Cen- 
i ter FY. 


The third Table for drawing of -the Hour-lines muft bea Table of the 


~ Altitude of the Sun above the Horizon at every Hour, efpecially when he 


cometh tothe Equator, the Tropicks, and fome other intermediate De- 
clinations. 


If the Sun be in the Equator, and fo have no Declination, 


As the Sine of 90 gre 
to the Co-fine of the Latitade : 

So the Co-fine of the Hour fromthe Aderidlany. ? 
tothe Sine of the Altitude. 


Thus in our Laticude of $1 gr, 30 m. at fix Hours fromthe Meridian 


the Sunwill have no Altitude, at five the Altitude will be 9 gr, 17 ! at 
: four 


si 

4. ated 
vO 

$ ny 


104 «0 find the Altitude of the Sun.” : 
four 18 gr. 8 mw. atthree 26 gr. 7 ms, at two 32 or. 37m. atone 36 fr, 
58 m. at Noon it will be 38 gr. 30. equal to the Complement of the — 
Latirude. 

If the Sun have Declination, the Meridian Altitude will be found as — 
before, for the Table of Days and Months. | , 

If the Hour propofed be fix in the Morning or fix at Night, 


As the Sine of 90 2x. 
_ to the Sine of the Latitude: 
. So the Sine of the Declination, ip 
to the Sine of the Altitude. 


Thus in our Latitude the Declination of the Sun being 23:gr. 20 a. the 
Alctude will be found to be 18 gr. 11%, the Declination being 11 gr, 
30 m,the Alcicude will beg gr. 

If che Hour propofed be neither ewelve nor fix, 


As the Co-fine of the Honr from the Meridian, 
to the Sine of 90 gr. 

Sethe Tangent of the Latisude, 
tothe Tangent of a fourth eArk. 


‘Soin our Latitude, and one Hour from the Meridian, chis fourth Ark 
will be found to be § 2 gr. a8 ms. at two 55 gr. 26 m. at three 60 gr. 39m. 
atfour 68 gr. 22%, and at five Hours from the Meridian 78 gr. 22 mM. / 

Then confiderthe Declination of the Sun, and the Hour propofed ; if 


‘the Latircude and Declination be both alike, as with usin North Latitude, 


North Declination, and the Hour fall between Noon and fix, take the 
Declinationout of the fourth Ark,the remainder fhall be your fifth Ark. 
 - But if eicher the Hour fall between fixand midnight, or the Latitude _ 
and Declination fhall be unlike, add the Declination unto the fourth Ark, _ 
_ and the fum of both hall be your fifth Ark: or if the fum fhall exceed 
‘90 gr. youmay takethe Complement unto 180 gr. This fifth Ark be- 
ing known, 


eAs the Sine of the fourth eArk, 
_ tothe Sine of the Latitude: 
Ss the Co-fine of the fifth Ark, 
to the Sine of the Altitude. 
| Thus | 


~ 


— Pp 
| . | : 

Woe / 
ie 

i) 

|| 


| 23 gre 3m, of North Declination, if it thall be required to find the Al- 
| titude of the Sun for feven in the Morning: here (becaufe the Latitude 
_ and Declination are both alike te the Northward, and the Hour propofed 
_fallech beeween Noon and fix) you may take 23 gr. 30 m. the Ark of the 
Declination, out of 78 gr. 22 m. the fourth Ark belonging to the fifth 


_ Hour from che Meridian, fo there will remain 54 gr. 52m, for your fifth - 


2 


_ Ark: Then working according tothe Canon, you thall find 


As the Sine of 78 gr. 22 m. your fourth Ark; 
to the Sine of 51 gr. 30 m. for the Latitude : 

So the Sint of 35 gr. 8 m. the Complement of your fifth Ark, . 
to the Sine of 27 pr. 17m, the Altitude required. | 


_ Jf inthe fame Laticude and Declination it were required to find the 
_ Altitude for five in the Morning, here the Hour falling between (x and 
| Midnight, if you add 23 gr. 30m. unto 78 gr. 22%. the fum will be 
401 gr. 52m. and the Complement to 180 gr. will be 78 gr. 8m, for 
your fifth Ark. Wherefore, ! 


In Refiangulo ) DH, 


UtO E Radius, 

ad E MM Co-tan. Lai. 
ItaO DCof, Hore. 

44 DHTan,. DH. 


Cufns agualis ef? P R, cwjna Compl. D Ry novis dr. arco quarts, 


Con= 


To fied the Altitude of the Suns rege 


Thus in our Latitude of 54 gr. 30. Northward, the Sun having | 


Se OLY Nee RAS ed ee ee ey aed Ce eae 


106.  _—-*To find the Alsitude of the Sip. 


Conferatur Artus DH cum Arca Declinationis D S, ita dabitur Arcus. 
HS, cujnsCompl. eff SRG prinsdr. Arcus quintus. Unde crit, 4 


Ut Cofi.PR, Hoc eft, Ut Sin. DR, 
iy 3 adCofi.P Z: ad SinwnE Zs: 
@ ‘Ita Cofi. S Ry ; Ita Sin, HS, 
| ad Cof. S Z, ad Sin. AS. 


: Hine forte praftabit vocare HS Arcume quintum, ita [ecunda operatio 
sn ftituetur per folos finns. | 

Vel filibet (ubtrattionem finus quarth Arcus evitare, inveniatur Angulus 
O HD quod fieri poteft variis modis. Nam, : . 


‘ i 
Pf fe ~ 


ae 7) ow, Wt Radives, 2, Ut Sin. DB, 
ice ad Sin, Ang.O: aa Sin-O: 
| TtaCof. Lat. OD, Ita Sin. D O; 
ad Cofi. An. O1H D. aa Sin. A. [ 
jk 8. 4 Sin. D H, 4. Ui Sin. DR, | 
. Spats aaTan.DO: | ad Sin. EZ, > | 
Ita Radius, Ita Rad. | 
adTan. Ang. Ho ad Sin, He ‘ 


Invento utcunque Angulo ad H, eritdn Retbangelo.H AS. 


‘i Ht Sinus Refti Anguli H AS, 
en vad: Sinus Arcus guinti HS: 
~ Ita Sinus Anguli ad Horiz. S HA, 
. Ad Sin. Solaris Altitedinis S A. 


+ ste 


As the Sine of 78 er.22m. 

tothe Sine of $1 gr. 30 m. . 
So the Co-fine of 78 er. $m. - % 
to the Sine of 9 er: 32m. for the Altiinde required. 


If in the fame Latitude of 51 gr. 30.2. Northward, the Sum having: | 
23 gr. 30m. of South Declination, ic were required the Altitude for | 
nine in the Morning : Here, becaufe the Latitude and Declination | 
m2. ; are 


| erieeee 
me 2 
or > 


-areunlike, the one North, and the other South, you may add 23 gr° 
30 m. the Ark of Declination, unto 60 gr. 39 m, the fourth Ark be- 
_ longing to the third Hour from the Meridian ; fo fhall you have 84 gr. 
- gm. for your fifth Ark. Wherefore, | 


es the Sine of 60 gr. 39 m. 

to the Sine of $1 gr. 30m. 

| Sothe Co-fine of 84 gr. 9 m. 

| tothe Sine of 5 gt. ¥5 m. for the eAltitude required. 


And fo by one or other of thefe means you may find the Alcicude of 


them down in {uch a Table as this. 


eA Table for the eAltitade of the Sun in the beginning of each Sign 
_ at-all Elours of the Day, calcnlated for 5t gr. 30m. of North 
Citiindg. Me - Aes) 2): | 


wy 


SS ee 


Sete 


eos |e OO 


“Sanopy 


1159 43156 34/48 12136 g8l25 4ojt7 6/13 §2 
2153 45|50 §5|43. 12/32 37)2r $1j13  38]10 30 
$8 0/26 = *Fhrs aSoL oO. tal ys 29) 
ae SUS shot So eta ee ESE ahs 
18 18 9 F710 6) ods 


12 
II 
fe) 
9 
8 4/36 41/34 13 
7 
6 
5 
4 


TRY es aso ics Ma ee ema 


 Laftly, You may find what Declination the Sun hath when he rifech 
> or fecceth ar any Hour. 7 ey 1 


Fo find. the Alsitade of the Suto caer 


‘the Sun for any Point of the Ecliptick at all Hours of the Day, and fec | 


Gr, M.IGr. MJIGr. MIGr. MJGr MJGr. (Gr 
62 ols 42/50 138 30/27 1l18 i8}15 oF 


" 
| Ooo 2 As 


Sr aric Fs 
FG as 1 peas ~~ oe ae 


ap 

9 

a 
ee 


Nes ‘ alee hi ‘ . Tee Ce ee eed + wae 
’ 4 sf a a & 
} . : ae 
a 
< 


108 The manner of deavving the Hour-lines: 


“4s the Sine of 90 gr. ee eS 
to the Sine of the Hour from fix : 

So the Co-tangent of the Latitude, 
tothe Tangent of the Declination. 


And fo in the Latitude of 51 gr. 30 m. you fhall find that when the 


Sun rifech, either at five in the Summer, or feven in che Winter, his De- 
clination is 11 gr. 37 m. when he rifeth at four in the Sammer, or eight 


m the Wincer, his Declination is 21g. 40m. which may be alfo fec | 


down in the Table. . : 
That done, you may there fee, chat in chis Latitude the Meridian 
Altitude of the Sun inthe beginning of & is 62gr.in IE 58 gr. 42m. 


nO 5Ogr. in Y 38 gr. 30 m. &c. But the beginning of Sand ¥ is ~ 


reprefented by the Tropick TD, drawn at 23 gr. 30m. of Declination, 
and the beginning of Yand m, by the EquatorEF. If youdraw an 
occult Parallel between the Equator and the Tropick, at 18 gr. 30%. of 


Declination, it thall reprefent the beginning of yw, m, m, and 3, if — 


you draw another occult Parallel through 20 gr. 12. of Declination, 
it fhalf reprefent the beginning of TT, SU, #, and a. 

_ Then you may lay a Rulerto the Center Ay and 62 gr. in theQua- 
drant B C, and note the Point where itcroffeth the Tropick of $s then 


move the Ruler co 58 gr. $2 m. and note where it crofleth the Parallel of 


M5 then to sogr.and note where it croffech the Parallel of wy ; and again 
to 38 gr. 30 m. noting where it croffeth the Equator: fo the Line drawn. 
through thefe Points fhall thew the Hour of 12 in the Summer, while che 


Sut isin VY, 5 Ty S) A, or Mm. Inlike manner, if you lay the — 


Ruler to the Center A, and 27 gr. inthe Quadrant, and note the Point 
where it croflech che Parallel ot 9¢ 5 then move it to 18 gr. 18 a. and 
note where it croffeth the Parallel of aw: and again to 1§ gr. noting where 
at crofleth the Tropick of yp ; the Line drawn through thefe Points fhall 


fhew the Hoor of 12 inthe Winter,. while the Sun isin my TL, oy WP, 


ey, and 3 fo may you draw the reft of thefe Hour-lines : enly that 
of 7, from the Meridian in the Summer, and 5 inthe Winter, will crofs 
the Line of Declination at 1g gr. 37 mg. and that of 8 in the Summer, 

and 4.in the Winter, ac 21 fre 4.0 29, 
The fourth Table for drawing of the Azimuth-lines. muft likewife be 
ficred for che Altitude of the Sun above the Horizon at every Azimuth, 
efpecially 


rete, 


To find the Sans Altitude forthe Azimuth and Latitude, 109 
_ efpecially when he cometh to the Equator, the Tropicks, and fome other 
mtermediace Declination. } WK De 

If che Sun bein the Equator, and fo have no Declination, 


As the Sine of 90 er. ; 
to the Co-fine of the Azimuth from the Meridian : 
So the Co-tangent of the Latitude, 


to the Tangent of the Altitude at the Equator. 


_ Thusin our Laticude of $1 gr. 30m, at 90 gr. from the Meridian the 
Sun willhave no Altitude; at 80 gr, the Altitude will be 7 gr. 52 mm 
—arzogr.itwillbe 15 gr. 30m, at 60 gr. it will be 21 gr. 41m. 

If the Sun have Declination, the Meridian “Alcicude will be eafily 
| found as before, for the Table for Days and Months. And for all other 


_ Azimuths, 


|. As the Sine of the Latitude, 
ef to the Sine of the Declination : 

So the Co-fine of the Altitude at the Equator, 

to the Sine of a fourth Ark. 

ee , 
When the Latitude and Declination are both alike in all Azimuths: 
_ from the prime Vertical unto the Meridian, add this fourth Ark unto the 
_ Ark of Altitude at the Equator, 

When the Latitude and Declination are both alike , and. the Azi- 
~muth morethan 90 gr. diftant from the Meridian, take the Altitude ac 
_ the Equator out of this fourth Ark, | 
~~ When the Latitude and Declination are unlike, take this fourth Ark 
out of the Ark of Alticude ac the Equator, fo fhall you have the 
‘Altitude of the Sun belonging to the Azimuth. ! 

_ Thus in our Latitude of 54 gr. 30 m. Northward, if it were 
required to find the Altitude of the Sun in the Azimuth of 60 fra 
from the Meridian, when the Declination is 23 gr. 30 m. North- 
ward, you may find che Altitude at the Equator belonging to this 
Azimuth co be 21 gr. 41 m. by the former Canon; and by this laft 
Canon you may find the fourth Ark to be 28 gr. 15 m. Then be- 


wf you add them 


\ 


 Alcicude required. 
: : OM 


caufe the Latitude aud Declination are both alike to the Northward, — 
both together, you fhall have 49 gr. 56 m. for the . 


nde 


‘E10 ‘Th find the Suns Altit 


for the 


%4 


Lables for the Altitude of the Sunin the 


Lat. 150... Grs 00 AL. 
Merid. | 10 | 20 | 30 | 40 | 50 | 60 {| 79 | 80a / go 
63 30163 14462 23(60 $4158 42/55 32/$1 25146 231 7/31 22) 
I60 12/59 s4tso (O17 2319S 1ST 4314-7 18]4s 40/34. 47/26 481 
wist 3151 9 O 3/48 TOl4s 23/41 3436 35130 39/23 r2|I5 5} 


¥140 ol39 34/38 15:36 0j32 44128 20|22 45\60° o 8 17fO of, 


¥/28 30/28 026 27/23 solz0 sity 6; 8.§2] I 30] 6 38 
ait 48\T9 I4j17 31/14. 37/10 27) 4 57 I 43h 9 40/18 13 
Wi16 30\I4 $4114 7/II 6| 6 46, I 95! 6 5814. 2(22 43 
r Lat, §t. Gr. ; 

G 62 30162 1462 22159 s4l37 40194 35/59 27/45 8/38 33/30 53) 
159 12158 5457 59/56 23154 Of0 43]46 22i4r 51/34 6/26 23] 
wIIO 3050 749. 3147 11/44 25140 4035 47/29 48i22 43/14 52 
W399 0138 34137 16135. 3134 49127 30/22 2\t5 291 8 of 0 
%27 30/27 125 20(22 595| 9 13|14 20] 8 17] 1 10] 6 43 
mg 18° 481/18 14.16 33}13 43| 9 38) 4 17} 2 18] 9 $3118 6 
wly 30}14 $413 IC}10 121 § §8] O 25] 6 23/14. 1022 33 

, ' Lat. ‘§2 Gr, | 
@lS1 30/91 14|60 22|58 52/56 38]53 33149 20144 14/37 58/30 24] 
T}y8 12|58 54/56 28)56 22153 O149 43/44 25/40 0/33 2826 OF 
wI49 30149 9148 3146 11\43 26/39 44134 S8]20° 622 15'T4. 40 
¥158:.19l47 95136 37/94. 1130) S4k6 40)21.20)14 971 7 44) oa 
%126 3026 1/24 31/22 Of18 22]13 26]17 42] 0 48) 6 46 
eeli77 48/17 6s 3612 48] 8 40l 3 3712 45l10 618 © 
vpjt4 30114 JO|I2 121 9 18} ¥ 10} O 13) 6 4914 1922 30 


ae every tenth Azinsuth. 


Azimuth and Latituie, 
OM 90. 60, | 
ME Comp. Lat. 
O A Com, Azim. 
AB Alt. Equa. 


meat fy 


EZ Las. 

Z BCom. AB. 
DS Deelis. 
SB Are. 4, 


beginning of each Sign for 


4. °, Oe 
S| cee 


South part of the Meridian. The like reafon holdeth for the re(t of thefe 
_ Altieudes, which may be gathered, and fet down in a Table, f 


-_ Laftly, when the Sun rilech or fecteth upon any Azimuth, to. find his — 


- Declination. 


As the Sine of 90 gr. 
ag tothe Cofine of the Latitudes 
50 the Co-fine of the Aximnth frows the Meridian, 
to the Sine of the Declination. ee 


nn a a a EES, 


eA Table for the Altitude of the Sun in the beginning of each Sign for 


every tenth Azimuth, in 51 gr, 30 m. of North Latitude. 


S$ if RS MV oI mies zl 


i} murhs. Gr, M.|Gr, M.|Grs M.|Gr M.iGr. M/Gr, M./Gr. M. 


62 0158. 42|50 0,38 3027 jo18 1845 Ol, 
JOr 43158 24/40 38/38 4126 30117. gsli4. 25], 


{60 $1157 28148 33/36 46lay .o0]16 gii2 41 


$4 3/§0 12/40 11127 $]13, §8) 3 g7j-0... 6 
49 56/45 §093|35 23/21 4a].8 0 fess 

M44 40/40 29/29 27)1§..43),1 To 

38 11133 46.21 291-7 fab. 

30 38/26- 10]14 25]-0. © 


| [22 27|78 2.6 ay. 6 12 
tonig tle’ se iA 8g 
GilFH B2i90N bun whsiend, hice nl8. <4 SU 


~ And chusin our Latimdeof §1 gr. 300. when the Azimuth is 80 gr. 


The Infeription of the Azimaths, - wit 
Af the Declination had been 23 gr. 30 m. tothe Southward » you 
_ fhouldithen have taken thisfourth Ark out of the Ark at the Equator; 
_ which becanfe it cannot here be done, it isa fign chat the Sun is not then 
above the Horizon: Barif youtakeche Ark ac che Equator out of this. 
- fourth Ark, you fhallhave 6 gr. 34m. forthe Altitude of the Sun when 
“heisinthe Azimuth of 60 gr. from che North, and 120 gr. from the. — 


ap Same | 


2 $2155. 52140 40/34 34)22 27113 25) 9 45}: 
E 20,53 29143 $9131 21518 48) 9 14,5 341, 


E 
ea 


wee Le ee ee Se eT J. A Sta «oe 
eh SU 
. ' a) YS. one? 


Tit The Infeviption of the Azinuths 


from the Meridian, the Declination will be found tobe 6 gre 13 m. if | 
che Azimuth be 70 gr. the Declination willbe found 12 gr.18 m.it 60 gr. 


then 18 gr. 8a. And fo for the reft, which may be alfo fer down in the 
Table. ‘ig 


where it croflech che Tropick of % 5 then move the Ruler to 26 gr. 10 m. 


and note where it croffech the Parallel of [73 then to 14 gr. 4§ m. and — 
note where it croffech the Parallel of y  thento © gr.o mand you thalf 


find it to crofsthe Equator in the Point F : fo a Line drawn through thefe 


Points (hall (hew the Azimuth belonging to Eaft and Weft. The like — 


rea(cn holdeth for all the reft. | 


Thefe Lines being thus drawn, if you fer two Sights upon the Line — 


That done, if you would draw the Line of Eaft or Weft, which- ig 
gogr. from the Meridian, lay the Ruler tothe Center A, and 30 gre * 
38 m. numbred*in the Quadrant from C toward B, and note che, Point — 


AC, and hang a Thred and Plummet on the Center A, with a Bead — 


upon the Thred, the Fore-fide of the Quadrant fhall be fully finithed. 


On the Back-fide of the Quadrant you may place the Noéturnal de=.__ 


{cribed-before in the Ufe of the Seftor, which confifteth oF two parts. | 


| 
| 


The oneis'an Hour-Plane, divided equally: according to the 24 Hours _ 
of the Day, and each hour into Quarters, or Minutes, as the Plane will 


bear... The Center reprefents the North Pole.; the Line drawn through | 
the Center from XII to XII ftandsfor the Meridian, and thelower XIT 


f{tands for the Hour of XII at midnight. . 

The other part isa Rundle for fuch Stars as are near the North Pole, 
together with che rwelve Months, and the Days of each Month, fitted to 
the Right Afcenfion of the Sun and Stars, in this manner, 


* 
ry 
a 


Firft, confider where the Sun will be at che beginning of the 5, 10, | 
15) 20, 2§, 30, and, if you will, every day of each Month, and find 
the Right Afcenfion belonging to the place of the Sua, as I thewed. 


before. | | ; » | 
For example: The Sun at midnight, the laft of December,’ or begin-. 


ning of Fansary, will be communibus annis about 20 gr. 40 m. of Wy, 


Right Afcenfion is 324 gr. 35 m, and fo thereft, which may be fet down 
in \a Table. ! 3 


% 
/ 


‘That done, confider the Longitude and Latitude of the Stars and, 
thereby fiad their Right A fcenfion and Declination as I thewed before,and 


fer them down ina Table. Thefe Tables thus made, let the uppermoft 
\pare 


( 


whofe Right Afcenfion is 292 gr. 20 m. At midnight, che laft of fanu- 


ary, or beginning of Febraary, he will beabout 22 gr. 12 1. of ws, whofe! — 
. | 


3 
5 


Perret om 
£ "aa 


> the Rundle be ma 


Then lay the Cencer of this Rundle 


ed into 360 gr, and by the 
Center and 292 gr 20 ms. in that Circle, draw a Line for the 


beginning of 
| Fansary: Inlike manner, by the Center and 324 gr.35 m. draw a Line 


beginning of February; and fo the reft of the 
_ Daysof each Month. 


| For the Infcription of the Stars, let one of the Lines from the Center, 
as thac at the beginning of Faly, or rather let a movable Index be divided 
| from the Center toward the inward Circle of the Months into 40 gr. 
| more or lefsy which may be done for {peed equally, but for exa@nefs in 
- fach manner as the Semidiameter of the General Aftrolabe was divided 
before in the Ulfe of the SeSor, So laying the Index to the Righe Afcen- 
“ fion in the outward Circle, you may prick down the Stars by their De- 
 clination inthe Index, < | ia 

For example: If the Right Afcenfion of the Pole-ftar be 6 gr, 28 wy. 
and his Declination 84 Ere 20 m. having fet che Center of the Index both 
to the Center of the Rundleand of the other Circle, turn the Index to 
6 gr.28 m, inthat outward Circle, and prick down the Star by 87 gr. 
20m. inthe edge of the Index, that is, at the difance of 2 ¢r, 40m, 
from the Pole. The like rea(on holdeth for che reft of the Stars, which 
"may be diftinguithed according to their Magnitudes, and then be reduced 
into their Forms, as in theExample. So the 


m oa 


Quadrant will be fitted both 
| for Day and N ight. : 
a CHAP. Il. 


Of the Ufe of the Quadrant, in taking the Altitude of the Sun, 
ia - Moon, and Stars. 


il gogr. and here numbred by 
| Degree being {ubdivided into 4. 
Lift up the Center of the Quadrant fo as the Thred with che Plummet 
“May play eafily by the Side of ir, and the Sun-beams may pafs through 
both the Sights; fo fhall the Degrees cut by the Thred thew what is the 
| Adtitude at the time of obfervation, as may appear by this Example. 

a , p 


Pp Upon 


| - He Quadrant is the fourth part of a Circle divided equally into 
| 10) 20, 30, @e. unto go gr. each 


S| Theis. 1x3 


ABR. 
es 


a a 


apes 
ar + 
pee 


~ ming of #,there muft be more than 90gr,. allowed to the Right Afcenfi- — 


hw Nite ‘eos we a” ee 2 oe 


114 — The Vie of the Ecliptick, = 
Upon the 14 day of April about Noon,the Sun-beams paffing throt 
both the Sights, che Thred fell upon §1 gr. 20 mm. and this was ther es 
Meridian Alcitude of the Sun for: that day, in this our Latitude.of s1gr, 
30 m, for which this Quadrant: was made. : | aa 
Again, cowards three of the Clock in the afrernoon the Thred fellupon, 
38 gr. 40 m. and fuch was the Suns Altitude at that time. <a, 


€ H A ite Lit.. 
Of th ECLIPTICK. 


1, The Place of ‘the Sun being given, to find bis Right Afcenfions. 


5 Gee Ecliptick is here reprefented by the Ark figured with che Chara: 
Gters of che 12 Signs, 7° By I) Cc. each Sign being divided un-. | 
equally into 3@ gr. and they are to be reckoned fromthe Character of the 
ign. Mpa ie | 
‘Let the Thred be laid on the place of the Sunin the Ecliptick, and the | 
Degrees which it cuttethin the Quadrant fhallbe the Right Afcenfion re- 
quired. s 
Asif the place of the Sun given be the fourth Degree of 11, the Thred } 
laidon this Degree thall cut 62 gr. in the Quadrant, which isthe Right 
Afcenfion required. ; 4 
But if. the place of the Sun-given bemore than go gr. from the-begin= 


at 


on ; for this Tnftrument is but a Quadrant. And fo if the Sun bein 26 So. 
of g, you thall find the Thred to fall in the fame place, and yet the Right 
Af{cenfion to be 118 gr. 


2. The Right Afcenfion of. the Sun being. given, to find his Place in the: 
Eclipticke | ° | 


~ Let the Thred be laid on the Right Afcenfion in the Quadrant, -andit — 
Shall crofs the place of the Sun in the Ecliptick, as‘may appear inthe for= 
mex Example. — beng | | 


se Oe ME RN NT | _ Rua ence a 
Po, alos aay 


The Ufe of the Line of Declination’ =n 


Of the Line of Declination: 


x. The Place of the Swe being given, to find his Declination: 


YF He Line of Declination is here drawn from the Center to the begia- 
_ && ning of the Quadrant, and divided from the beginning of ¥ 
downward into 23 gr. 30 m. a ye : 
Let the Thred be laid, and che Bead fet onthe Place of the Sun in che 

_ Ecliptick 5 chen move the Thred to the Line of Declination, and there 
| the Bead thall fall upon the Degrees of the Declination required, 

| _ Asif the place of che Sun given be thefourth Degree of 11, the Bead 
| firft fec to chis place, and then moved to the Line of Declination, thall 
| there thew the Declination of the Sun at that timeto be 21 gr, from the 
Equator. 


| _ 2. The Declination of the Sun being given, to find bis place in the 
| Ecliptick. 


Let the Thred aud Bead be firft laid to the Declination, and then mo- 
| ved to the Ecliptick. | ; 
|- As if the Declination be 23 gr. the Bead firft fet to this Declination, 
and chen moved to the Ecliptick, thall chere thew che fourth of g, the 
fourth of 3, the 26 of %, and the 26 of vs and which of thefe four is _ 
the place of the Sun, may appear by che Quarter of the Year. 


CHAP. V. 
Of the Civcle of Adonths and Days. 


\ je Circle is here reprefented by che Ark figured'with thefe Letters, 
| J, F, M, A, M, @c. fignifying che Months Fansary, Eebyaary, 
March, April, &c. each Month being divided unequally, according to 
__ the number of the Days that are therein. 


i « 
{ 


Ppp A Table 


| ge be i og gh Ss ee 
216 The Ufe of the Circle of Months and Days. . 


A Table for the Infcription of the Months in the Nottarnal, | 


RPG PAE TS MEET MIST, fi 
Dies. fe) 5 IO | TS 20 25 30 
ee 


Gr. M. Gr. M Gr, M. Gr, M, r 


308 21/313 30|318336|323 36] 


Menf. {Gr. M,/Gr, M./Gr. M. 
fannary |292 20|297 46/303 7 
Pebruary!324° 35/329 28/334 16/339 11343 421348 21 “fl 

arch |351 171355 §2] 0 26 4 5819 30l 14 af 2g 34h 
epril | 19 301-24 4) 28 421 33 231 38 5] 42 52] 47 426 
May | 47 42) 52 35] $7 32] 62 34] 67 30 72 4s] 77 52h 
June | 78:95) 84 5) 89 17/ 94 28] 99. 39/104 48lr00 55} 
July |109 S3/T1§ O]12@ O124. 58!120 541134 451139. 30 4 
Auguft \140 27\145 91149 48]154 25|159. 0163 32/168 of 
Septemb.{168 §7|173 26/177 36]182 26}186 §6|t91 cl me | 


Ottober [196 §|200 45/205 25}210 12/215 3/220 © 225 oluml 
|Novemb.|226 2/231 10|/236 23/241 40 247 2/252 30/258 2h 


Decemb.|258 2|263 351269 8)274 42/280 16 285 46|2091 1% : 
NF, Se R ARON TN cM | 


| 
ms | 


iB The Day of the Month being Given, to find the Altitude of the saa 


at ‘Noon, } 
Let the Thred be laid tothe Day of che Month, and the Degrees ja 
it cucteth in the Quadrant thall be the Meridian Altitude required. 4 


As if the Day given be the rs of A¢ay, the Thred laid on this day | 


thall cut 59:gr. 30 w, in the Quadrant, which isthe Meridian Altitude 
required. 8 


2. The Meridian Altitude being iven, to find the Day of the Afonth. _ 


The Thred being fer to the Meridian Altitude, doth-alfo fall on the day 
of the Month, | | 
. Asif the Altieude at Noon be 59 gr, 30 m. the Thred being fetto his 
Altitude, doth fall on the 1 5 of May, and the 9 of July; and whichof 
thefe ewo is the crue day, may be known by the quarter of the year, or by, 
another days Obfervation. For if the Altitude prove greater, the Thred 


_ willfallonthe 16 day of Afay, and the 8 of Fuly 5 orif it provelefter, 
5 a . ‘i ih: q the a 


ion is Fully anfwered, 
CHAP. VI. 
Of the Hour-lines. 


r “Hat Ark which ts drawn upon the Center of the Quadrant by the 
_ beginning of Declination, doth here reprefent the Equator: That 


=== — 


*Circle of Months and Days, reprefenteth the Tropicks: Thofe Lines 
which aré between the Equator and the Tropicks, being undivided, and 
numbred at the Equator by 6,7,8,9, 10,11, 12; ac the T ropick by: 
“T, 2, 2,4, &e. do reprefent the Hour-circles: That which is drawn from 
42inche Equator co the middle of Fune, reprefenteth the Hour of 12 at 
Noon in the Summers and thofe which are drawn with it to the right 
hand, are for the Hours of the Day in che Summer, and the Hours of the: 


\thofe which are drawn with itto the lefthand, are for tle Hours of the 
Day in the Winter, and the Hours of the Night in che Summer 5; and of 
‘both thefe, that which isdrawn from 11 to 1 fervesfor 11 inthe fore- 
‘Noon, and « intheafternoon; that which is drawn from 10 to 2, ferves 
for soin che forenoon, and 2in the afternoon: for the Sun on the fame 
| 
| 


‘day is about the fae height two Hours before Noon, .as two Hours after: 
‘Noon. The like reafon holdech for the reft of the Hours, 


4, The Day of the Month, or the Height at Noon being known, to find 
| the Place of the Sunin the Ecliptick. 


The Thred being laid to the day of the Month, or the height at Noon, 
(for one gives the other by the former Propofition) mark where it croflech 
the Hour of 1.2, and fet the Bead to that InterfeGtion ;.then move the 
bs cill che Bead fall on the Ecliptick, and it fhall fafl onthe p'ace of 
‘the Sun. 


Asif the day given be the 15 of AZay, or the Meridian Altitude 59 gr. ° 


30 m. lay the Thred accordingly, and put the Bead to che InterfeGion of 
‘the Thred with the Hour of 125 then move the Thred cill the Bead fall: 
Ba os 


\* 


r 


ano or ee 
ed will fall on the 14 of Aday, and the 10 of Fly; whereby the 


_ Ark whichis drawn by 23-gr. 30 m, of Declination, and is next abovesthe- 


Nightia the Winter: That which is drawn from.#2in the Equator, to- 
the middle of December, reprefenteth the Hour of 12 inthe Winter; and 


-on the Edliptick, and ir thall there thew the fourth of Tr, the fourt 1 


- Noon’50 gr.o m. at 1t in the morning 48 gr. 12%. at1o but 43¢r. 
“12 mat 9 but 36 gr. at 8 but.27 gr.30 m. at7 but 8 gr. 18 m.at 6 but 


1180 i(ié‘«ér hE fe of the Lousy’ =Uinerse 
wf, the 26 0f , and the26 of yp; and which of thele is the place c 
the Sun, may ‘appear by the Quarter of the Year, or another days obfer=_ 


vatlone 3 


2. The place of the San inthe Ecliptick being known, to find the Day of 
the Month. i ae. | 
Let the Thred-and Bead be firft laid on che place of the Sun im che Ecli- 
ptick, and then moved to the Line of 12. | ie 
+ -Ass if the place of the Sungiven be the foarth of 11, the Bead being — 
laid co this Degree, and then moved to the Hour of 12 inthe Summer, .| 
the Thred will fall onthe 25 day of Afay, and the 9 of Falys orif icbe | 
moved to the Heur of 12 in the Winter, che Thred will fall on che 6 of | 
January, and the 16 of November : which of thefe is the day of the 
Month required, may appear by the Quarter of the Year. | 
‘In thisand the former Propofitions you have two ways to re@tifie the 
Bead, by the place of che Sun, and by the day of the Month: the better 
way is by the place of the Sun.5, for in the other, the Leap- year may breed 
{ome {mall difference. | 
There is yet a third way : For the Seamen having a Table. for che De- 
clination on.each day of the year, .may fer the Bead thereto in the Line of | 
Declination. | | 
3. Fhe Hour of the Day being given, to find the Altitude of the San 
above the Horizon. 4 


The Bead being {er for the cime by either, of the three ways, lec che 
Thred be moved from the Hour of 42 toward the Line of Declination, — 
tillche Bead fall on che Hour given ; and the Degrees which ic cuts in 
the Quadrant, fhall thew the Altitude of the Sun ac thac time. | 

‘Asif thetime given be the 16 of April, the Sun being then in the | 
beginning of y,-the Bead being rectified, you thall find the Height ac 


pgr.at § ic meeteth wich che Line of Declination, and hath no Altitude © 
at all, and therefore you may think it did rife much about that Hour. | 
Then it you move the Thred again from the Line of Declination to- 
‘ward the Hour of 22, you fhall find that the Sun is 8 gr. 33 2. below 
SBN | the» 


7 


ee Ae ye ee 


' the Horizon ar 4 in the morning, and near 16 gr, at 3, and 21 gr. g1 ms: 
and 25 gr.4.0 m. atl, and 27 greatmidnight. ~ 


7 ‘a 4. The Altitude of the Sun being given, to find the Hour of the Day. 


| The Alticude being obferved as before, lec the Bead be fet for the 
\ time, then bring the Thred to che Altitude, fo the Bead thall thew the 
|. Hour of the day. | 

| Asif the 10 of April, Having fet the Bead forthe time, you thall find 
by the Quadrant the Altitude to be 36 gr. the Bead at the fame time will 
- fall upon che Hour-line of 9 and 35 wherefore the Hour is 9 in the fore- 
noon, ov 3 intheafternoon. If the Altitude be: near 40 gr, you thalf 
find the Bead at the fame time to fall half way between the Hour-line of 
g and 3, and the Hour-line of to and 25 wherefore ic muft be either 
half an Hour paft 9 in the morning, or half an Hour paft 2 in the after- 
noon ; and-which of thefe is the tue time of the day, maybe foon 
_ known by a fecond Obfervation : for if the Sunnife higher, ic isthe fore. 
noon; if it become lower, it is the afternoon. 


below the Horizon. 


' he Sun is always fo much below the Horizon atany Hour of ‘the 
Night, ashis oppofite Point is above the Horizon at the like Hour cf ‘the 
Day; and therefore the Bead being fet, if. the queftion be made of any 
‘Hour of che Nightin'the Summer, then move it to the like Hour of: the 
Day in the Winter ;-if of any Hour of the Night in Winter, then-move 
| it to the like Hour of the Day in Summer: fo the Degrees which the 
Thred cutteth in the Quadrant fhall (hew how much the-Sus is. below 
_ the Horizon at that time. 

Asif it be required to know how much the Sun is below the Horizon 
the 10 of - April at 4 of the Clock in the Morning, the Bead being fet to 
his place according to the time in the Summer-hours, bring it to 4 .of the 
© Clock in the,afternoon in the Winter-hours, and fo thall you find the 


the Sun below the Horizon at that time. 


The Vie of the Hour-lises. 119 


5. The Hour of the Night being given, to find how much the Sun is 


| Thredto cut 8-gr. and about 30 m. in the Quadrant; and fo muchis- 


6, The: 


See 


» to 18 gr. in the Quadrant, fo thall the Bead fall among the Winter= _ 


BS han 


| BA , Bs cat a Seb 
6. The Depreffion of the Sun (uppofed, to give the Hour of the Night 
with ws, or the Hour of the Day to oar Antipodes, © ae 

iz Saga | 

Flere alfo, becaufe theSun is fo much above the Horizon at all Hours of | 
the day, as his oppofite pointis below the Horizon at the like Hour of the | 
Night; therefore firft {ec the Bead according to the time, then bring the | 
Thred to the Degree of the Suns Depreffion below the Horizon, fo thall 
the Bead fall on the contrary Hour-lines, and there thew the Hour of the 
Night in regard of us, which is thelike Hour of the Day toour Antipodes, 
As if the 10 of 4pri/, the Sun being then in the beginning of y,. 
and by fuppofition 8 gr. 30%, below the Horizon in the Eaft; it be re-_ 
"quired co know whactime of the Night ic iss firft, fecche Bead accord-_ 
ing to the Day ia the Summer-hours, then bring the Thred to $ LV. 30 14, 
in the Quadrant, fo fhall che Bead fall among che Winter-hours on the. 
Line of 4 of the Clock in the afternoon: wherefore to our Antipodes it is 
4 of the Clock in their afternoon, and -to us itis then 4 of the Clock in. 
‘the morning. | | 
q- The time of the Year, or the place of the Sun being given, to find 
the beginning of Day-break, and end of Twilight. | 


This Propofition differeth little from the former: for the Day is'faid_ 
to begin to break when the Sun cometh to be but 18 gr. below our Ho- 
rizon in the Eaft; and Twilight to end, when it is gotten 18 gr. below 
the Horizon in the Weft’: Wherefore let the Bead be fet for the time, and 
then bring the Thred to 18 gr. in the Quadrant, fo thallthe Bead fallo Ma 
the contrary Hour-lines, and there thew the Hour of Twilight, as before, 

Soif ic be required to know at what time che Day begins to break on 
the 10 of April, che Sun being chen in the beginning of wy; firft,fecche 
Bead according to the time in the Sammer-hours,and then bring theThred — 


thours a liccle more than a quarter. before 3 in the morning; and chat ts 
the time when che Day beginsto break upon the 10 of April. 


CHAP} 


+ eee as eee * eed et 


' WAS RA NES se eae Re 


. 


ad 


‘Nas eh The Dfe of the Horizon. ar 


CHAP. VII. 
Of the Horlzon, 


° 


_ and numbred by 10,20, 30, 40, Gc. 


Xo The Day of the Months or the Place of the San being known, to find 
the Amplitude of the Suns Rifing and Setting. 


Let the Bead re&tified for the time be brought to the Horizon,and there 

_ it thall thew the Amplitude required, : 

| Asif the day given be the 15 of A¢zy, the Sun being inthe fourth De- 

gree of I, the Bead rectified and brought to the Horizon, fhall there fall 

on 35 gr. 8m. fuch isthe Amplitude of che Suns Rifing from. the Eaft, 
and of his fecting from the Weft; which Amplitude is always North 

_when the Sun is in the Northern Signs, and when he is in the Southern 
Signs always Souchward, : 


4, The Day of the Atonth, or the Place of the Sun being given, to find 
the Afcenfional Difference. Lg 

i Lethe Bead rectified for the cime be brought to the Horizon, fo the 
Degrees cut by the Thred inthe Quadrant thall thew the difference of Afe 

_cenfions, ‘apr | 

__ Asif the day given be the 15 of Afay, the Sun being in the fourth De- 
gree of m1, let che Bead be rectified and broughc to the Horizon fo thall 


the Thred in che Quadrant thew the A{cenfional difference to be 28 gr. 


and about 50 ms. | ) 
___Elponthe Afcenfional difference depends this Corollary. 


To find the Howr of the Rifing and Setting of the San, and thereby the 
length of the Day and Night. : 


The time of the Suns Rifing may be gueffed at by the 3 of the laf 
Qaq and 


| Ae Horizon is here reprefented by the Ark drawn from the beginning 
y of Declination towards the end of February, divided unequally, 


“Chapters buthere by the AfcenGonal difference it may be better found, — 


ia oe 


ime. S TORR SEGA ROLE! Tk SCOR On ia eh er 
h, he oy Pg ke tg A ea TO 
z22 To find the Hour of the Night by the stars. 
and that to a minute of time. For if the Afcenfional Difference be 
converted intotime, allowing an Hour for 15 gr. and 4 Minutes of an 
Hour for each Degree, it fheweth how long the Sun rifeth before fix of the — 
Clock in the Summer, and after fix in the Winter. fei 
As if. the day given be pe 1§ of Afay,. the Sun being inthe fourth of © 
HL, and his Afcenfional Difference found as before 28 gr. $0 m. this con- 
verced into time,makech 1 Ao, and fomewhat morethan 55 . of an Hours 
wherefore the Sun ar that rime,in regard it was Summer,rofe 1 Ao. and full _ 
§§ m. before 6 of theclock 5 and fo having the quancity of the Semidiur= 
nal Ark, the length of the Day and Night need not be unknown, 


ee 


CHAP. VIII. 
Of the Five Stars. 


[ Might have put in more Stars, but thefe may fuffice for the finding of 
the Hour of the Night ac all times of the Year: And firft I make 
~ choice of Ala Pegafi, a Star in the extremity of the Wing of Pe es | 
regard it wants but 6 minutes of timeof che beginningof ¥ ; but becaufe | 
it is but of the fecond magnitude, and not always to be feen, IT made | 
choice of four more, one for each quarter of the Ecliptick, as Oculus & 
The Bulls Eye, whofe Right Afcénfion converted into time, is 4 fo. 15m, | 
then of Cor §., The Lions Heart, whofe Right Afcenfion is 9h. 48 a. | 
next of Arélarvs, whole Right Afcenfion is 13 ho. §8 a. and Wily of 
Aquila, or The Vultures Heart, whofe Right Afcenfion is19 bo. 33 mz. 
Thefe five Stars have all of them Northern Declination: and if ate : 
others, fome of thefe will be feen at all times of the Year. The ufeof - | 
them is, oa BM 


, 
— 


The Altitude of any of thefe five Stars being known, to find the Hour of 
‘the Night. Sa 


Firft, put the Bead to the Star which you intend to obferve, take his 
Altitude,and find how many Hourshe is from the Meridian by the fourth 
Prop. of the fixch Chap. then out of the Right Afcenfion of the Star, rake 
the Right Afcenfion of the Sun converted into Hours, and mark the dif 
ference 3. for this difference being added to the obferved Hour of the Star 

_ from the Meridian, thall thew ow many Hours the Sun is gone fromthe _ 

Meridian,which js in effeCtthe Hour of the Night,. © So 


a The Ge of the Azimuth lines. 123 
Asif the 5. of Afzy, the Sun being in the fourth of 11, I thould fet the 
Bead to Aréturus, and obferving his Altitude, thould find him to be in the 


‘Welt about 52 gr. high, and the Bead to: fall on the Hour-line of 2 after- 
~ noon, the Hour would be it 4o. 50 a. paft-noon,or Yo’m. hort of mid- 


night. 
For, 62 gr. the Right Afcenfion of the Sun, converted into time, makes 


| 40.8 m. which if we take our of 13 Ao, 58m. the Right Afcenfion of 


_ Ariturms, che difference will be g ho. 50 m, and this being added to 2 ho. 
_ the obferved diftance of eAréturus from the Meridian, thews the Hour of 


the Night tobe 1140. 50. Another Example will make all more plain, 
_ If the gof Faly, the Sun being then in 26 gr. of &, I fhould fet the 


Bead of Ocalus g, and obferving his Alticude, thould find him to be in 


the Eaft about 12 gr. high, and the Bead to fall on the Hour-line of 6 


before Noon, which is18 o. paft the Meridian, the Hour of the Night 


would be better thana quarter paft 2 of the clock in the morning. 
For, 118 gr. the Right Afcenfion of the Sun » converted into time, 
make 7 he. §2 #. this taken out of 4 bo. t§ min. the Right Afcen- 


“fion of Oculus, adding a whole Circle, (for otherwife there could be 


no fubtraétion) the difference will be 20 he. 23. and this being added 
to 18 ho. which was the obferved diftance of Oculus w from the Meridi- 


an, {hews that the Sun (abating 24 ho. for the whole Circle) is 1.40.23 mo 
_ pat che Meridian, and therefore 23 mz. paft 2 of the clock inthe morning. 


If the Noéurnal be placed on the back fide of the Quadrant, you may 


avoid this Equation of Right Afcenfions. For knowing the rime of the 


Year when the Scar will bein the South at midnight, you may bring that 
time to the Hour obferved, then will the Day of the Month wherein you 
made the Obfervacion point at the Hour of the Night required, 

Asin the firft Example, where, on the 15 of May, the Bead fet to Are 


Gurus fell on che Hour-line of 2 afternoon, becaufe Arurus will be in the 


South the 14 of Ofgber complete at midnight, you may place the 14. of 


" Offeber at the Hour of 2, fo the1g of Afay will point to 2% ho. 50 m. 


_ Inthe fecond Example, where the 9 of Fuly the Bead fer to che Balls 
Eye fell on the Hour-line of 6 before Noon, becaule the Bulis Eye will be 
in the South the 16 of AZay complete at midnight, you may turn the 
16 of May to the Hour of 6, and fo you thall-find the 9 of July to point — 


2b0, 23 ms, as before, 


—§ Qqq2 CHAP. 


. 


1240s THOU Of the Aximmuth-Lingss : 


CHAP. IX. 
Of the eAzimuth-lines, 


Mi Lines which are drawn becweenmthe Equator and the Tropicks, _ 
on that fide of the Quadrant which is neareft unto the Sights, and | 


are numbred by 10, 20, 30, @c.do reprefent the Azimuths; the utters — 
moft cowards the left hand reprefenteth the Meridian 5 that which isnum- 


bred with ro, the tenth Azimuth from the Meridian ; and that which is 


numbred with 20, the twentieth: and fo the reft, Thofe Lines which 


are drawn from the Equator to the left hand, do fhew the Azimuth in the 


Summer 5 and thofe other co the right hand do fhew the fame inthe Wir- , 


tere The Ufe of them is: 


g. Tne Azimuth whereon the San beareth from us being known, to fink } 


the Altitude of the Sun above the Horizon. 


Firft, fer the Bead be fee for che time, asin the former Chapter; chen 


move the Thred until the Bead fall on che Azinwath: fo the Degrees which | 


the Thred cuccetlein the Quadrant hall thew che Alticude of the Sun at 
that time. Where you are to obferve, That feeing the Azimuths are drawn 
on the right fide of the Quadrant, you are alfo to begin to number the 


Degrees of the Suns Altitude from the right hand toward the lefe: As if 
the Sights had been fet onthe Line A B, and you had curned your right 


hand towards the Sun in obferving of his Altirude, contrary co our pras 


_ ice in the former Chapter. 


Asif che time given were the 2 of dugn/?, when the Sun hath about 


s.gr. of North Declination, you may {ec the Bead for the time, fo you 
fhall.find the Height ac Noon, when the Sun isin the South, to be §3gr. 
30 m. when heis 10 gr, fromthe South 53 gr.10 #. when 20 gr. then 
about §2gr..8 m. when 30 gr. then 50 gr.20 m%. when 40 gr, then 47 gr. 


48 m. when 50¢r. then 44 gr. 12m, when 60 gr. then 39 gr.35 When 
-ogr. then 33 gr.50 m. when 80 gr. then 27.gr. when heisin the Eaftor 
Welt 90 gr. from the Meridian, then is the height near 1 9gr.20m. when — 
he comes co be 100 gr. chen 4% gr, 15 ws. when r1ogr. chen 3 gre 20m. 
and before he cometh co the Azimuth of 120 gr. hehath no Altitude. For — 
the Sun having ts gr. of North Declination, will rife and fet ac rr4.grs 


34 m, fromthe Meridian. 2,. The: 


ie ~The Ufeof the Quadvat. m 125° 


2, The eAltitnde of the Sun being given, to find on what Azimuth he 
 —. beareth from ns / 


| . j 
Let the Bead be fer forthe time, and the Altitude obferved as before s 
then bring che Thred to the Complement of that Altitude, fo the Bead 
-fhall thew che Azimuth required. . 
As if the fecond of Auga/?, having fet the Bead for the time, you fhalf 
findtke Alcicude of the Sun to be 19 gr. 20 m. remove the Thred unto - 
-Jogr: 40m. the Complement of the Alcitude; or, whiclrisall one, to 
19 gr. 20 m. from the right hand toward the left, andthe Bead will falt 
on the Line of 90 gr. from the Meridian ;. and therefore the Point where- 
‘on the Sun bearech from us is one of thefe cwo, either due Eaft, or due 
“Weft: And which of thefe isthe true Point of the Compas, may be 
foon known by a fecond Obfervation; forif the Sunrife higher, icisthe 
forenoon ; if i be lower, itis the afternoon. 

_ By knowing the Azimuth or Point of the Compafs whereon the Sun: 
‘bearech from: us, it iseafiecofind, | 


| eA Meridian Line, and thereby 
The C oa fing of the Countrey, 
The Site of a Building; 
. The V ariation.of the Compafs.. 


__Asif the fecond of Auguf in the afternoon I fhould find by the Heighe 
of the Sun thar he bears trom me 60 gr, from the Meridian toward the 
Weft; chen there being 90 gr. belonging to-each quarter, the Weft will 
be 3@ gr. tothe right hand; che Eaft is oppofite co the Weft, the North. 
and South lie equally between them. 


CHAP. X,. 
Of the Oadrat.. 


He Quadrat hath two Sides divided ; the other two Sides next the 
SE  Cegrer may be fuppofed to be divided each of them into 100 equal 
parts: That whichis nexe the Horizontal line contains the parts of Right 
‘Shadow ; the other nexe che Sights, the parts of Contrary Shadow. The 
‘le of the Quadrar is, we | 

| T. Anyi 


te ee eee 
fora oe. + 
; 


26 THUR UF the Onadratd? 


-the Diftance between the Place and the Eye. “a 


the Diftances If ic fallon 25, ic isa quarter of the Diftance ; if on 755 


Me he ah AD Seat 7 a. AE AOS SE eC RLCOR ET CRD 
Se PA en Ges eic! Wines dated gi yk 


v 


1. eAny Point being given, to find whether it be level with the Eye, 
Lift up the Center of the Quadrant, fo asthe Thred with the Plum 


met may play eafily by the Side of ic: then look through the Sights to 
the Place given; for now if the Thred thall fall on A B the Horizontal. 
‘line, then is the Place given level with the Eye: But if it thal fall within 
the {aid Line on any of the Divifions, then it ishigher if without, them 


it islower than the level of the Eye. 


Ln 
2. To find an Height above the Level of the Eye, ora Diftance at one. 
Obfervation. | | 


Leok through the Sights to the Place, going nearer or farther from it, 
till he Thred fall on 100 parts in the Quadrat of 45 gr. in the Quadrant, 


| 
| 
fo flaall the Height of the Place above the Level of the Eye, be equal to 


‘ 
Ii 


If che Thred fall on §@ parts of a Right Shadow, the Heightis but half 
itis three quarters of che Diftance, For as oftas the Thred falleth on the 


“parts of Right Shadow, 


itt 


es} 60, to the Parts on which the Thred falleth: | 


S0,is the Diftance, to the Height required, ies | 
And om the contrary, 2 | 
As the Parts cut by the Thred are to 200 = 3 ape 


So the Height, unto the Diftance, na 
But 


ke HS He, gee Vee a ee HG) Te aS GUL TN rs 


is But when the Thred thall fall on the parts of Contrary Shadow, if it 
fallon go parts, the Height is double unto the Diftance 5 -ifon 2§, it is 
four times as much as the Diftance. For as oft as the Thred falleth om the 


‘parts of Contrary Shadow 
‘parts of Contrary Shadow, 


| Ass the Parts cut by the Thred, are unto 100% 
| Sois the Diftances untothe Height. 

‘And on che contrary, 

As 100, are unto the Parts cut by the Thred: 
Sois the Height, anto the Diftance. 


junderftood of the Height and Shadow. : 


3: To find a Height or a Diftance at two Obfervations. 


Asif the Place which is to be meafured might not otherwife be ap. 
‘proached, and yet it were required to find the Height BC and the Di-. 
flance ¢ Firft, I makechoice of a Stationat A, where the Thred may fall” 
‘on 100 parts in the Quadrat, and 45 gr. inthe Quadrant, the Diftance 

AB will be equal to the Height BC: then if I go farther in a diredt Line 

with the former Diftance, and make choice of a fecond Station at D,where 

the Thred may fall on 50 parts of Right Shadow , the Diftance B D™ 
Mhould be double to the Height BC; wherefore I’may meafure the dif- 

ference between the two Stations A and D, and this difference D A will 

beequal both to the Diftance A B, and the Height BC. 

Or if I cannot make choice of fuch Stations, Ttake fuch asI may, one 
‘fat D, where the Thred falleth at 50 partsof Right Shadow 3, the fecond at 
E, where it falleth on 40 parts; and fuppofing the Height B C to.be 100), 
Pfind chat, : 


As 50 Parts are unto 100, the Side of the Q#adrat : 
$0100 the [uppoled Height, unto 200 the Diftance DB. 
And as 40 Parts at the fecond Station, anto too. 
$0100 the (uppofed Height, unto 250 the Diftance BE, 


| "Wherefore the difference between the Stations D and E fhould feem 
tobe 503 and then if in the meafuring of it I fhould find it to be either 
more or lefs, the Proportion will hold, As fromthe fuppofed Difference, 
7 t® 


‘The veof the Quadvati = tye 


i And what is here {aid of the Height and Diftance, the fame may be. 


Re oa.> OF Ar, 


3128 ThY fi fe the BR 
fo che meafured difference 5 s fofrom Height to Height, and from Diftance 
to Diftarice. 
As if the difference becween the ewo Stations D and E being meatus. 
red, were found to be 3e, , 


As 50 the [uppofed difference, unto 30 the trae diferent : 

{ Seucothe (uppofed Height, unto 60 the true Height : 
And 200 the (uppofed Diftance, unto 120 the trae Diffance : 
And 250 at the fecond Station, nto 150 the Diftance BE. 


The like reafon holdeth in all other Examples of thiskind. And if an 
Index with Sights were ficted to turn upomthe Cencer, ic might then ferve 
by the fame reafon for the finding of all other Diftances, 


-| 


A SECOND. 


‘APPENDIX 


| CONCERNING THE. 
Description and UsEs 


OF ANOTHER 


QUADRANT, 
_ ~ Fitted for Daily Practice; 


For finding the 
HOUR and AZIMUTH, 


AND 


Dher things of the Suns Courfe, in reference to the 
| Eborizon, with New Lines, ferving to the fores 
_ mentioned, and other od ne more accurately. 


; avented a Mtr: SAM, FOSTER, fometime Profeffor 
of Aflronomy in Grefbam-College. 


The Defeription of the OU ADRANT. 


TN Oncerning the Making and Ufe of this Quadrant, you are to 
-___underftand, Thar the Hour and Azimuth-lines are like chofe 
chat are fech upon the former Quadrant, and the Lifes are (ncft 
irc) Es fame ; and therefore we lightly pafs them over, as is feen in the 

Rrr fecond 


129 


yo Of the Quddrant, 


iaeNIA 


| «BEAN 
| The Forefide CZ L fi, ) 
QUADRANT. Vi : 


were Sf 


_ The Backfide 
OF the. 
rT nn ere 


Laie Tia | Re ae ad : Si od ; 
the Ufes of the Ouadramts = tg 
fecond Propofition: Buc the diftance between the Equinodtial and che 
‘Tropicks is here fhortned, tothe end chat more room might be gained 
aboves for the better placing, and the more exact dividing of the Equi- 
“nottialsy which in {mall Inftruments may be divided to éach fecond De- 
gree; and in larger, ro each fingle Degree, 

If ic be required to make chefe yet larger, then may the fore- 
mentioned Azimutli-lines be left quite out : for the ufe of them, as 
they are here defcribed, is of {mall moment, very hardly making 
good the Suns Coaft to one entire Degree; and: for ferious Prattice, 
the new Lines added are far moreé fufficient. If this be granted, then 
may the Equinoétial ftand below, by which means they (hall become 
large enough, even in {mall Inftruments. Efpecially this may moft 
fairly be done, if the Hour-lines be reverted, by changing the Places 
of the Equinoétial and Tropicks 5 chat is, ‘if che Equinodial Alci- 
tudes be inferted below, on the Circle neareft che Limb, and the 
Tropical Altitudes above, in che Circle neareft to the Center. Thus 
becoming more large, they will fupply all intended purpofes very 
well. ; | 


, 

| There is no Scheme given of this change now mentioned, nor of 
‘the Vulgar Hours and Azimuths, becaufe thofe Lines are well enough 
known already , and this mutation is eafie to be underftood : Bue 
} 

i 


for the infcribing of che new additional Lines, cake chefe following 
Tables and Directions. 


_ How to infcribe the Additional thes upon the 
! QUADRANT. 


I. For the Lises on the Forefide. 


; we two Equinoctials DC and EB. the one for the Hours, the 

i other for che Azimuths, are to be divided from the equal Limb 
by help of the following Table; and are beft to be numbred from 
the clofeft parts of chem to the wideft, as is done in the Figure. 


| 


Rrr2  ATable 


132 To inferibe the Addstional Lines on the Quadrant. 


: Wie das A 2 Mg 


el Table of Eguinottial Altitudes, both for Howrs and) | 
Aximuths, which ave to divide the Equinottial. | 


| ‘Degrees spon the Degrees spon the; | 
Equal Limb for | | Equal Limb for 4 
the the et 
Hours. | Agimuths| ~ Hours. |Azimuths :| 
Dege.i|D. M.|/D. Mo. | Dee.|D, MID. i 
> ie Sa © ie Se 1 48 127 33/30 35 
442 29| 3 II SO.u2oW Soler nor 
6|3 4414 45 52/29 23/32 4 
8|4 58) 6 I9 $4 [30 14/32 46) 
TO duh, L2hi7 0 $2 SO (31 4/33 24 
VES OAD i281; Mae SOc 3L). Selah ee 
14| 8 39]10 54 S60. [32 37/34 34 
16.) 9. $3112 22 S$ 62. 133 21135 5. 
18 |1T 6/13, 49) VR 64 [34 «1135 34) 
290 112 18|15 «13 W 66 134 40/36 oo 
22 [13 29/16 36] |8 68 35 15136 25 
S 24 |14 40/17 56) |s 70 [35 48/36 47 
26 115 SOTO 131 1S 72 136 18137 6 
28 17 0120 29] 18 74 136 45137. 24 
30 18 8j21 41 & 76 (37 10/37 go}. | 
32 ION, LOIZ2 FT Q 78 137 31/37 §3 
34. |20 22/23 §9 80 137 49/38 4 
36° g2T 28125 - 4 82 13 3138. 14) el 
38 [22 3226 5| 84. ie -1§/38 21 
40 {23 39127 Sy 86 |38 23/38. 26 
42 124 37/28 21: {| 88 138 28938) 29 }; 
44425 37128. §§ 90 |38 30/38 30 
46 [20 36|29 47 | - | 


The two Equinoétials being divided, 
15 Make EN parallel to AC, andO D parallelto AB, . 


ae 


To inferibe the Additional Lines on the Quadranz, 12 
~ 2. Make ENa Tangent of 45 deg. or Radius ; then fhall AM be the 
Co-tangent of the Latitude, viz. in our Example 38 deg. 30 m. 
3. Make N A Radius ;then thall A P beche Tangent of 23 deg. 30 m. 
and the Line A P to be fo divided into 23 2 Parts. - _ Af OREN 
“ 4. Making AM equal to the Co-fine ef the Latitude, A © hall ‘be 
_ the Sine of the Latitude. | 
5- Make A X equalco A M on both fides. 
6. Make a perpendicularto A 2 603; and A @ equal to AN. 
7. Aris the half Tangent of 7¢ deg. S 
8. M A being made the Co-fecant of rhe Latitude, find the Radises 
_ thereunto belonging, which Radiwe make a Tangent of 45 deg. then are 
_~ the Hour-points upon the Side A C the refpective Tangents of 15, 30, 
45,and 60 deg. : 

9. Draw rs from the middle Point of M-A, and draw the fifth 
Hour from M parallel tors: And alt the reft of the Hour-lines muft- 
| be drawn from their feveral Points to M as their Center, The Line of 
6 isdrawnfrom the Center M, perpendicular to A B; or parallelto AC: 
_ And all che other Hours beyond 6 may be tranfferred by a Bevel Square. 
| 10. The double Square of 23 4 equal gr. isdone thus: - 

Add 20 gr. to the Equinoétial. Alurude ; infere che Sum, and the 
Equinoétial Alcitude :- Divide che intercepred Arks into 20 equal parts, 
to which add 3 and a half of the fame parts. This is-to be fet both 
ways from the Equinoctial, upward and downward, which the inferted _ 
Tables willhelp you to do. ; 


Il. Fir the Lines on the Back fide... 


r, On the Back- fide, ler the Points M and © change Places (or be fet 
contrary to what they areonthe Fore-fide) and then all che ocher Work _ 
(forthe manner of it) is the fameas on the Forefide. 

‘ 2. Forthe reverced Hours, cake every Hour- point (upon AC) from: 
— Ayand turn it twice upon the 6 a clock Line from M, through which Points: 
(and their Correfpondents on the Line A C) draw the reverted Hours. 

3. The Scales tor the Suns Declination; and Months, are inferced fromy 
fuch Tables as are common. | 

4. The Limb for the Slope-hours may be about a feventh‘or eighth part? 
of the Radius; andthe Marginal Divifions numbred 1, 2, 3, 4, 5,6, &e.‘ 
for Scars, muft be put imby that Scale of Declinations according to which \ 
you pac inthe Hours and Azimuths: And the Stars may be fuch asin the 
a | following, 


7. 44%. See 2 eh a eH ed ‘> no re ns ee a "EYE hea » ha ; r 
iy GOR), aad “ett aer) Pe hey a ; AME eo aN Ut SUMO Cine ale Re NN vee he a a 
iad f i NWP Coe oi u 4 ela ae pn es eta, 2 
x ° hoe PR SAN ; ; 


‘134 — Toinferibe the Additional Lines onthe Quadrant, | 
following Table, or fach other as any thall defign to ufe ; but thofe were 


conceived by the Author to be as felect as any, they being (one or more of _ 


them) always in view, and fic for obfervation, 


N _ Names. R.Afc. (Declin, | M | ° 
§ -|Exiva ale Peg. “| O 26/13, 27) 2 
6 iCauda Leonis 3 281/16 Pat Oy see / 
5 Cor Leonis 16 BIl3. a7? I 
| 3 {Os Pegaft | Ip) S588 ral 3 
5 apa eae a 
I | Procyon 34. 431 O80 SY oe 
ee | Dex. Hum. Orion 47 401 7° 2402 
4 \Cap. Ophix. sO 212 52| 3 
2 | Med. Nex. Coll. Se-p. (63 58} 7 24.072 
9 |LucidaPleiad, — 6 0123 Fhe F 
8 | Aréturus ‘ 74 $3/20 58} 1 | 
7 woth Y prec. 78°. 3447 | 40. 
pg cp ee 


was communicated by Edward Page, living at the Signof the | 
Sugar- loaf in Hofier-lane, who maketh this and all other Ada- 


om i Di Conjtruttion of this Ouadrant, as it is thas metamsorphofed, 


thematical Inferuments. 


TF otherQuadrants were thought complete in ufesthis willbe found much 


more copious: For it ferverh not onely to find the Hour of the Day 


by the Sun, of the Night by the Stars, and what elfe belongs to their Rie 
fings, Settings, Amplitudes, @c. but is very well fitted alfo co defcribe all 
the moft ufual forts of ftanding Dials; that is, all that are upright, or - 


elfe reclining or inclining to the full Eaftand Weft; which two forts will 
_-furnifh many kinds .of fuch Bodies as are regularly formed. Thefe are 

here performed by very eafie and familiar ways of working, The No- 
_ @urnal for the Hour by the Stars, is more expedient inthis than in other 
Quadrants : For in judging of Time onely by the Appulfe of the Stars 
to the Meridian, and finding that Meridian too onely by a rude conje- 
éture from the Norch-Star, an errour of a quarter or half an Hour is eafily. 
unawares committed, This cannot be fo here, if any ordinary care be’ 


had 


‘ward; and Fanwary 30. it declines about. 14 gre 30 my Southward. 


i The Ujes of the Quadrant, —— 129° 
Kad in taking the Stars Altitude. For this purpcfe there are twelve {e- 
le&t Stars inferted, allof them of North Declination, lying between the 
Pauinostial and the Tropick of Cancer ; and in (uch difference of Right 
Alcenfions, as that one or other of them will be always in fuch convent- 
ent place of che Heavens, as from whence the Hour may very fully be col- 
lected every Night throughout the whole Year. Since therefore they are 
fo convenient for ufe, there would bea lirtle more diligence ufed to come — 
to the knowledge of them in the Heavens, that due Obfervations may be 
made whenfoever any of them fhallbein view. If any defire thac other 
Stars (fuch as-are better known to them) fhould be inferted, they may. 
have their defire eafily fulfilled : Onely chey muft cake care, thae the Stars _ 
be fuch as fall becween the Tropicks in the Heavens, and chiefly between 
the Equinoétial and North Tropick, becaufe {uch Stars are longeft in view, 
and their Hours beft found. The Propofitions that are here fee down, 
might have been encreafed both in number and in variety of performance, 
if perplexity had been affected ; but fuch of them, and fuch ways of ef-. 
fecting them, arehere picched upon, as feemed moft conducible for daily 


 ufe. And for the fame reafon itis, that che feveral Lines upon the Qua- 
* drant are denoted by Letters onely, that by fuch brevicy all unnecefiary 
~ circumlocution might be taken oft, which, by impofition of Names to - 


each of them, could not fo eafily have been avoided, , 
Tf the former Quadrant have heretofore found good acceptance,becaule. 


- itisof fome good ufe, Idoube not but a greater proportion of chanks- 
willbe given from the Ingenious, for making publick this larger Improve-_ 


menc of this Inftrument. 


The USES of the QUADRANT. 
I. To find the Suns Declination. 


> Ay the Thred tothe Day of the Month upon the back- fide of the | 
L Quadrant, and ic will thew youthe Declination of the Sun in thac | 
unequal Scale, which is mumbred with twice 3. If your Day fall in the 
upper Scale of Months; (which may be called the Summer-fcale) then is; 
the Declination North : If ic fallin the lower (or Winter) Scale, the De- 
clination is South from the Equinoctal. | 

Thus upon 4pril 20. you thall find the Sun to decline 15 g7. North , 


a 


ie i 


136 ‘ the Ufes of the Quadrant. | } 
q Thecontrary Work is eafie; by affigning the Suns Declination, to 
know on what Day of the Month the fame thall be. For the Thred may P 
be laid to the Declination in cwo Places » In both which ic will crofs the 
‘two half years, fhewing two feveral days on which the Sun fhall have fo _ 
‘much Declination North: and two days more; on which it (hall have 
that Declination Southward. It will be eafie to diftinguifh which of 


thefe days ferves your purpofe, by the two Seafons of the Year, unto — 
which the two Scales of Months do an{wer. 


IJ. Yo rethifie the Bead for Obfervation of Hour or Azimuth: and 
to performs thofe things that are done by the ufual Lines upon the 


Quadrant, 


Hiv found the Suns Declination for your Day, you muft count 
A A: the fame upon the double equal Scale which is on the fore-fide of _ 
the Quadrant, namely, from the middle of it cowards che righthand, if 
the Declination be North, or towards the left hand if icbe South, The — 
Thred being laid thereto, you muft move the Bead till it fall juftly upon 
the Hour of 12, fo thall ic be fec right for the intended utes of thacday . 
As, * 
1. For the Hoar. If you obferve che Suns Altitude (by lettingtheSun- | 
beams to fhine through the Sights, and the Plammet tc hang at full li- 
berty clofe to the Plane of your Quadrant) che Bead will thew the Hour, ~ 
if you have refpec to che time of the Year: That is, If che Suns Decli- ~ 
nation be North, the Bead fhewsthe time of the day among the Summer- — 
hours, thofe which fpread from che Equinoétial tcowardsthe right hand. 
If the Sun decline South, the time mut be accounted in the crofs Lines, — 
which are the Winter-hours. And in this Obfervation you fhall feethe 
Thred to cut (in the equal Limb) the Suns Altitade above the Horizon. 
Thus at London, if the © decline 15 gr. Norchward, and the Alti- 
tude were 9 4, gr. the Hour would be about a quarter before 6 in the 
Morning, or a quarter paft 6 in che Evening. Bucif the Sun had che 
{ame Declination Souchward, and the {ame Altitude alfo, then would the 
time be half an Hour paft 8 inthe morning, or half an Hour paft 3 in the 
evening. The former of thele times is fhewed by the Bead among the. 
Summer: hours, the latteramong che Winter-hours. | 
(26 For the Azimuth. If the Suns Alticude be numbred the contrary 
way in the equal Limb, and the Thred be laid thereto, the Bead will chen 
Shew che Azimuth of the Sun, if you account it according to rhe time of 


the - | 


< ‘To vettifie the Bead, and find the Amplitude. 137 
the Years that is, among the Summer-azimuths when the Sun hath 
- North-declination, and among the Winter-azimuths when the San de- 
_ clines South. The Summer-azimuths are thofe thar. {pread from the 
» Equinoétial cowards the lefthand; the other croffing them are the Win- 
_-ter-azimuths. Thus if the Suns Declination were 8 gre Northward, 
_ and the Altitude 18 gr. the Azimuth would be 80 gr. trom the South : 
_ Bur if the Sun had 8 gr. of South Declination, and 18 gre Altitude. the 
- Azimuth would be sogr. fromthe South here at Loxdon. This way 
_ may ferve for grofs works, when the Azimuth is required onely wichin 
one or two whole Degrees. You fhall find it done more accurately, and 
for better purpofes, in the thirteenth following. 
32 For the Afcenfional Difference. The Bead being rectified as before, 
and applied to the left fide of the Quadrant, gives the Afcenfional Dif. 
ference, or the time of Sun-rifing and fecting, before or after 6 a clock, 
among thofe Hours and Quarters which interfe& each other upon the 
fame lefe fide of the Quadrant, if you: count chem agreeable to the time 
of the Year: And from the Bead to the Line of 12, rightly caken, ac- 
cording ¢o your time of Summer and Winter, gives the Semidiurnal 
_ Ark of the Sun, or half che Days length ;:——=-As alfo, from the Bead 
tothe other Line of 12, which ferves for the contrary time of che Year, 
‘Bives the Semineéturnal Ark, or half the length of the Night.——Thus 
_ if the Suns Declination were 14 4 gr. the Afcenfional Difference would 
bet Hour and 4 of anHour: And if thefaid Declination were North, 
then the Sun rifech thae day * of an Hour before 5, fecteth 4 after 7, 
The Semidiurnal Ark (fromthe Bead to the Summer 1 2) is 7 } Hours. 
_ The Semino@turnal Ark -(from the Bead to the Winter 1 2) is 44 Hours. 
Thefe doubled make the day 14 3 Hours long 5 thenight 9 3 long. 
4+ For the Amplitude, The Bead applied to che right fide of the Quas 
drant, gives the Amplitude of Sun-rifing and fetting in all varieties: 
Namely ; From the Bead to that South-azimuth which is proper to the 
Seafon of the Year, is the Amplitude from South ; asalfo, to the contrary 
Souch-azimuth, givesthe Amplitude from North: thewing how many 
Degrees of the Horizon the Sun rifeth and fecceth any day from the juft 
South or North, So from the Bead to the Eaft and Weft-azimuth (which 
is the ninetieth Azimuth) gives the Amplitude from Eaft or Welt. 
Thusif the © decline 14 2 gr. the Amplitude ishere 23 4 gr.almoft. If 
the Declination be North, chen is this Amplitude from Eaft and Weft 
towards the North 23 4 Degrees. The Amplitude from che North ic 
{elf isthen 664 er. From the South point of ye Horizon ic is 113 re 
Pay. S{ You 


238 To find the Legisning.and.endof Twilight) = 
You may eafily (in fuch manner) account it for South Declinations of | 
the ©. rage 


~~ at 


V. To find when Twilight begins in the Morntng, and ends at Evening a 
which Moments are the twoutmoft Terms of Dark Night. = 


A. Frer the Bead isreétified for your Day, the Thred laidto 18 gr. in 
& the equal Limb, will thew che Hour or pare required. Only here | 
remember to take your Hour aright: Namcly, in Winter cime look | 
among the Summer-hours, where ic is that che Bead sreftech 5 for that is” 
the Morning or Evening Hour of Twilighc: So in Summer time you mult 
look among the Winter-hours Thus when ctheSun declines 12 gore 
Southward, the Twilight begins at London ac § in the morning, and ends” 
at 7 aclock at night, asthe Bead fhews among the Summer-hours: But 
if that Declination were North, the Twilight would begin ac 4 of an 
Hour before 3 in the merning, and end ac { after g at night.————The | 
Suns depreffion 18 gr. under. che Horizon, isthe ufual Term whereon to 
begin and end the Twilight. You may as well do thisto any Degreeof 
Light, asto 42 or 13 Degrees depreffion s at which time in the morning | 
all chings begin to be vifible, and the Light to be ef fomeufe. As if the: 
Sun decline 3 4.gr.Southward, if you fet the Bead thereto, and then lay 
the Thred at 12-gr. in the equal Limb, you thall fee the Bead (among } 
the Summer-hours) fall upon 5.in the morning, and 7 at night ; fo chat | 
at §, andcill 7, there isa reafonable degree of Light. Or if in Summer 
the © had declined 7 4 gr. Northward, the {aid degree of Light would | 
begin at 4in the morning, and end at 8 in che.evening. Near to 


ay 


the longeft days you (hall find no Twilight at all, according to 18 De> 
ercesdepreffion of ©.underthe Horizon; for then the Bead will fall be- | 
yond the Winter 12 a clock Line, odo aid 

@ Thefe arethe chief Ufesof the Hour and Azimuth-lines, as they 
are here, and in all Quadrants commonly inferred, There are other 
things, concerning the Suns place in the Ecliptick, the Suns Declination, | 
the Suns Right Afcenfion: Namely,—How by having any one of theft, 
to find ouc the reft.—Thefe are here omitced, as matters onely of curio= 
ficy, being of no furcher ufe in this Inftrument, than that chey may be | 
known: Yer if any fhould defire them, chey may havea Scale of the 12. 
Signs infcribed on the back fide, by help of which, the fore-named requir 
fites may be actained. , 
_ The Parciculars chat follow are moft aimed at, (as being more of 


chem, 


ie? . AR, 1 a Meal cesta ‘ eae | 
ie To fiad the Afcenfional Difference; and Amplitude. %39 
them, and’ more’ accurate) and therefore the precedent things are clus 
| briefly paffed over. | | 


TL. To find the Suns Afcenfional Difference, Bec, 


AR 

Behe the Declination in the equal, Limb from Fro K: The Thred 
“Nu there laid gives BS the Afcenfional difference :— The.faid AfcenGi- 
onal difference gives the.cimes of Sun-rifing and fetting before and after 6, 
whofe Declinations are known. 
ee j 


f 
} 


_ @ So by having the Afcenfional difference, you may find the Suns De- 
‘dination thereunto belonging. 

‘is 27 gr. 14», chat ist he. 49%. And if chis Declination be North, the 
‘Sunrifech 4p. 49 m. before 6, and fetceth fo much after 6: that isp ic 
rifech 11 #. after 4in the morning, and fectech 49 m. after 7 a clock at 
might: And the timeof fetcing being doubled; gives 15 be. 38 w, for the 
dayslength: The time of rifing being doubled, gives 8 ho. 22 m. for.the 
Tengeh of the night. But if the Declination had, been South, che Sun 


! 


49 m. before 6,(that is,at q,and TI m.) and the day would be $ ho. 22m. 
long ; the night, 25 be, 387. : 7 


it 
i 


k 


IV. To find the Suns eAmplitudes 8cc. 


NOune che Declination in the equal Limb from Gto H3 The Thred, 
‘pe Stars whofe Declinacions are known. 


| @ So by having the Amplitude, you may find the Declination: For if 


fl 


the Amplitude be counted from C to R, the Thred laid arR gives che 
DeclinationGH, | 


At London, if chi Declination be 20 gr, the Amplitude is 32 prs 20m, 


from the Eaft and Welt Points of ‘the Horizon, 


I's aeteae ‘ 
| _V. Having the Declination of anyupright Plane, to fond the Elevation 
| ' of the Style, 87c. eit 


oe the Thred co the Planes Declination, counted from Dto R: fo 
| . will G H be the Elevation. | ) 


| 
| 
) 


owith che lengrhs of Day and Night.—The fame may be done for all Stars.. 


| Here at London, if the Declinntion be 20 gr. the Afcenfional difference 

) 

| | 
fhould rife.t ho, 49 m. after 6, (that is, at 7, 49 a.) and fhould fer 1.40 
| 


¢ there laid gives CR for the Amplicudé.—The fame may be done | 


S{f2 q So. 


an 
‘ ¥ cr . ote 
> an 


140... Propofitions im Dialling. 
_@ So by having the Elevation G H, you may find DR the Declination, 


Tf an upright Plane (here) decline 20 gr. che Styles Elevation will be ; 


35 gr. 48 m, | : 
‘VIL To find the Deflettion, oc. 


) “Ount the Dahaanee from BtoS: The Thred there laid gives F K 


the Deflexion. — 


q So by having FK the Deflexion, you may find BS the Planes Dee 


clination. 


If a Plane declining 20 gr. the Deflexion is 15 gr. 13 
VIL. To find the Difference of Longitude, Gc. 


Ie Digi the Elevation from F to K: ES is che Difference of Eon. 


gitude. ae 
2. Count the Deflexion from Gto H: CR is the Difference of Lon 
gitude. | 


| may find the Elevation and Deflexion. git 
A Plane declining 20 gr, hath 25 gr. difference of Longitude. 


VIII. To wake an Horizontal Dial, 


See 2 Ount the Hour from E toS; che Thred laid at § gives F K. Thea | 


q By the contrary Works, havingthe Difference of Longitide, you | 


ay. |i 
ie | 
ora! |i 


count G Hf equal to FK; the Thred at K laid gives DR, the | 


{pace of that Hour from t2. 


2. Count the Hour from CtoR, and by help of the Thred you (hall | 
haveGH, Then count F K equal toG H3; the Thred laid at R, gives 


BS for the {pace of that Hour from 13. 


3. With a pair of Compaffes take the Hour from C to R,and fet it from, | 


BroS: BSis the Space or Angle of that Hour from. 12. 


4. Take with your Compaffes che Hour from E to S, and {etitfrom D 
toR: Sothenumber DR thews how many Degrees that Hour muft be _ 


trom 1 2. 


By all thefe ways (here at London) the third Hour will be found about 


38 gr-fromt2, Thereft will be in like manner found according to their | 


true quantities. 


S 


IX. Te 


sae | 


| 


‘lee Laue 
ili > eee 
| 
| 
i| 


Propofitions in Dialling, «RAE 


IX, To find what Angle any Hour-circle maketh with the Horizons or 
| any Azimuth makes with the Equinottial. 

| Ec the number of the Hour-circle (or Azimuth) from South, be 
Ly counted fromC to R ; the Thred laid at R willcut the equal Limi 
‘in H, and F H will be the Angle required. 

.. q By che Angle knowa, it will be eafie, by the contrary Work, to find 
the Hour (or AZimuth) to which that Angle belongeth. 

© The third Hour (or 45 Azimuth) makes with theHorizon (or with the 
_Eguinottial) an Angle of 36 gr. 55 ms. here at London. , 


X. To find what Ark of any Hour-circle is intercepted between the Equi 
noltial (or any Parallel) andthe Horizon. 


| gNOunr the number of the Hour-circle from South, from Eto, or, if 
it be above 90,from E to B,and back again to S : So FK in the equal 
Limb willbe che Ark required, between the Equinoctial and Horizon. 
-. The Ark intercepted between any Parallel and che Horizon, may hence 
alfo be found.—If the Declination of the Parallel be North, and the Hour- 
be between 12 and 6, add the Declination tothe Ark found by che former 
“Work: In other Hours beyond 6 fubtra& the former Ark out of the De- 
dination, the refule will be the Ark required. Upon the Hour of 6 it felf, 
the Declination of the Parallels is the Ark intercepted.—If the Declina~ 
tion be South, fubrract it out of the Ark found before, (namely, the Ark 
intercepted between the Equinodtial and Horizon)what remainsis the Ark 
intercepted becween that Parallel and the Horizon. 
| Thus at London, the Ark of the third Hour intercepted between the 
Eguinoétial and Horizon is 39 gr. 21 m.—And if the Declination be 
18 gr. North,the Ark intercepred between that Parallel and che Horizon is 
47 gr. 21 m—If the Parallel be 18 gr, Souch,the Ark will be 1 8 gr.2 tm. 
- @ The firft Werk will alfo thew what Ark of any Azimuth from 
South is intercepted berween the Horizon and Equinodtial, if in ftead of 
‘the Hour-circle from South, you ufe the Azimuth from Souths. This 
intercepted Ark is the Equinoctial Altitude of that Azimuth.. 
 Sointhe 45 Azimuth from South, the EquinoGtial is 29 gr.2t a. high. 
nthe 235 Azimuth from: South, the Equinogtials depre(fion under che 
Horizon is.29 gr. 21 7%. ; 
This is made ule of afterwards, 


g rer: - XI. Hom: 


142, To find the Heightof the Sun spom-any Azinsuth. 


HAtbOMN 


XI. How high the Sun. fhall be upon any Aximsth, and’ in any Decli- 


T He Azinauth is beft numbred from the South : And this Propoficion | 


(with moft of chofe char follow’) is done by help of Compaffes, — 


_ But if the Sun have Declination, then firft lay the Thred from E to- 


wards K, according to that Declination, and take the leaft diftance from 


the Point B to your Thred, and keep this.extent. Then, 
@ It the Suns Declination be South, count your Azimuth from E to 


‘q If che Suns Declination be North, and 


and leciecut E Nin T ; Then fet one Foot o 


30m.North, his Altitude upon the 45. Azimuth will be 423 gr—But 


if the Azimuth be more than 92, count from BtoS, the excels above 903 
and applying che Thred thereto, fee what 


Thred cuts from F. Count that number. of 


{uppofe tocut the Line # in we 


rft extent)upon. «and turn the other Feot towards the Side A C; laying. 
the Thred ac the remoreft turn, 


required, Thus.if che Sun declj 
be 8o4 gr. 15 m, from the Sour 
our Laticude of 51 £7. 30m, 


Degrees _ 
165 gre 
the Azimuth lefsthan go. 
from South, count your Azimuth from EtoS, and lay the Thred ac it, | 

f your former Extene in Th, 
and with the other Foot turned abour, lay the Thred at cheremoteft di. 


AC: The Thred {o lying, fhews from B 
in the equal Limb the Altitude required. Thus if the Sun decline 11 fie 


Degrees of che equal Limbche 


Degrees from 60 (inthe equal 
Limb) forwards, towards 7°; 80, go, and lay the Thred there, which _ 


Set your Compafles (keeping ftill cheir 


If now, to the Thred {o laid, you num- 
ber the Degrees in the equal Limb from 60, the fame (hall be the Altinade 


ne I! gr. 30 w#. North, and che Azimuth 
h, che Altitude muft bess LP 45 rosin 


eAnother 


i! z eeceree £97 7 ey st te 
lei 


Be fod the Height of he Sunt all Hows, 14x 
| Another way for this Propeftion. 


¥ the firft Work inthis rich, geethe Equinoétial Alcicude or De- 
| preffion for your Azimuth: Then lay the Thred ‘at E, andin C-D,. 
from D, counc the faid Alcieude or Depreffions from which Number, or 
Point, take che leaft diftance to the Side A C. Enter this length between. 
the Side A C and the Thred, keeping one Foot upon the Line AC, and 


“Yemoving it thereon coo and fro, cll the other Foor turned about may 
| jaftly touch che Thred: Then keeping your Compafles there fet, re- 
| move che Thred from G toward H, according'to the Suns Declination, 
and cake the leaft diftance from your former ftanding co the Thred._ This: 
length meafured in the Scale C D (fo as one Foot ftanding upon the Scale, 


| the other turned about may juftly couch the Side A C) fhewsan Ark;. 
| which ig 

If che Suits Declination be South, 

__ ‘muftbe fubtraéted from 

‘FF the Suns Declination be North, othe Azimuths Equinoctial Alcieude... 


and the Azimuth lefs chan 90, 


~-muft be added'to | 
Ff the Suns Declination be North, and che Azimuth more than 90, the: 

_ Azimuths EquinoGial Depreffion muft betaken ouc of this Ark.. 

| The refulc isthe Altitude looked for, 


\ 


the Equinoctial 


j 


Thusif the Azimuth be Je - from South,. 
Altitude , aah 
| Depreffion will be. 25 a. g7- 
| The Ark found will be 14 4, Then, 
Tf the @ decline 11 $South, the Alcicude upon the 70 Azimuth will 
be x Degree. | 
‘TF the @ decline 11 3 North; the Alutude upon the 70 Azimuth will 
 . be 29 3 Degrees. im | 
If the Suns Declination were 26 gr. North, thac forementioned Ark 
would be 25 gr. whence king 153, there remains 9.4 for the 
Altitude of the Sun upoh.the 140 Azimuth from South, at chac 
ii Declination of 20 gr. North. 
_ @ By this Work may a Table of Altitudes be made, by which the: 
former Azimuthelines upon the uadrant may be inferted. ant 
| A | W, Fo 


pen ESE eee oe 
144 To find the Height and Azimuth of she Sun 


XID. To find bow high the Sup {ball be at any Hour, and in any Des 


¢lination, 


find the intercepted Ark of your Hour Hour, between the Pas 
~ vallel of Declination and the Horizon, by the tenth. R 
Secondly, Find what Angle your Hour circle maketh with the Hori- 
z0n, by the ninth, 
Thirdly, Count that Angle from C towards D, and from thence take 
the leaft diftance to the fide AC: Meafure this length upon the fide A Cc 
(from A) and there fet your Compafles: Then keeping that ftation of | 
your Compaffes, lay the Thred to the intercepted Ark, counted in the - 
equal Limb from G, and take the leaft diftance from ‘your ftanding to the 
Thred. | Set one Foot of this length in the ScaleC Dj fo as that the other _ 
being turned about may touch the fide AC 3 fo thall thar Foot in the Scale : 
CD give the Degrees of Alricude required, if you number chem from C, | 
Let the Hour be 3 from Noon: The intercepted Ark between the 4 


Equino&tial and Horizon will be 29 gr, 22 m, And if the Sun de- 
cline North Ir 3 gr, the intercepted Arks will be 4° 52 And the Angle | 
South 1137+ the intercep aah dna ep gle 


of the third Hour with the Horizon is 6 3 gr.53. So that the Altitude 
for ala Declination of 144 gr. will be ae Degrees. i 


q By this Work you may makea Table of the Suns Alcicudes upon | 
any Parallel of Declination: And by thofe Altitudes you may infert chofe / 
Summer and Winter-hours which are upon the Quadrant, | 


XIIT. To find the Suns Azimuth. 


Ft Lay the Thred to the Suns Declination, counted in the equal | 
Limb from F coK, and cake the leaft diftance from the Point Bto 
the Thred, and keep your Compaffes at that extent : Then count the — 
Suns Altitade in che equal Limb from F, and lay the Thred to it. This 
being done, | : | 

q If the Sun decline South, keep one Foot of your Compafies always 
upon the Line E N, beyond the Thred, towards E, and remove it fill 
upon that Line, cill the other Foot being turned about may touch the © 
Thred precifely. Obferve then where the Foor of your Compaf{s ftandeth 


upon the Line EN fuppofe at Vs Bring the Thred co V, and it fhews | 
ty E) the Azimuth from the South, q If 


ty oA. £4 AS ~~: 
4 _ a - ¥ 


- 


Le 10 find the Suns Azimuth, 4g 
 @ Ifthe Sun decline North, keep one Foot of your former extenr, 
apo the Line EN, on this fide the Thred towards N, and remove it 
fill upon that line, until che Foot chat is turned about do touch upon 
he Thred. And obferve where your Compafs Foor then ftandeth, upon 
heline EN ((uppofe it ftand at W ) Lay the Thred at W, and it will 
~utthe Scale E B; the parts whereof, from E tothe Thred, are the Azi- 
‘auth from South. | 
~ But if it fo fallout in North Declinations, that when the Thred is 
aidto the Alticude, you cannot find room upon theline EN, whereon 
© fet your Compaftes fo as to keep the conditions before required 3 then 
yorkinchismanner: Add always 30 degreesto the Suns Altitude, and 
‘aythe Thred at that compound Altitude, numbredin che equal limb 
tom F. To the Thred fo laid, enter che former extent of your Com- 
afles between the Thred and the line # #, keeping one Foot always upon 
jat line. ~And look where the Foot of your Compafles reftech upon 
qat line, fuppole at *. Take then che length trom ™ to 4, and fer 
- vpon the line N E (from N towardsE) and to the point where ic 
‘fts, apply the Thred, obferving what parts ic cuts upon the Scale 
om B. Thenumber of thofe parts givesthe quantity of the Azimuth 
dove gofrom the South. Or the partscut from E, give the Azimuth 
-omthe North. 
 @ If the Sun decline net atall, but isin the Equinoétial, then the 
“Te Altitude from F toK (by help of the Thred thereto applied) gives 
‘Sthe Azimuth from’ South, 4 

—Tfthe Altitude of che Sun be 21 2 in the Equinodtial, the Azimuth 
om South is 60 degrees. | 

‘ftheSun decline South § yr. and the Alticude were 15 3 gre the Azi- 
juth would be found 60¢r. 
‘Ifthe Sun decline North 20 gr, and the Alticude were 50, the Azi- 
tuth would be §0 gr. 

Tf the Sun decline North 20 gr. and the Altitude were 92gr. the 
wtitauth would be 310 gr. from the South. 

@ If you fuppofe the Sun tohave no Altitude anddo work by tchefe 
> © by thefe Rules, you hall find the Suns Amplitude, Ortive 
and Occafive, from the South. As if the Sun decline 20 gr. 
| North, you will find 123 gr. 20m, for the Amplitude from 

the South, 


taekss ek XIV. To 


HPT PT Nan 7A ieee hs CRRA Sa RE ONS RL en 
gies OP QU aa th) ns a 


tA6 " To find the Hour of the Days i 


XIV. To find the Hour of the Day by the Sine | was | 


Ount the Suns Altitude in the equal limb frem F, and co the- Thred 
Ci there laid, take the leaft Diftance from the poine By and keep this 
D ftance. i : P ute ee 

Then count the Suns Declination (which is had eafily by the firft 
Propofition: ) from FP in the equal'lumb, and apply the Thred to ir. 
Then further, 18 4 ae 

@ If che Declination be South, fet ene Foot of your former extent, 
upon the line EN (always on that fide the Thred on which E ftandeth 
from ic) and remove it thereon, till the other ( turned about ) may 
juftly couch the Thred AK. Suppofe (in fodoing) the Compafs Foot 
ftayech ac V. The Thred applied to the point V, will cut the hour from | 
Noon, ifyou count the intercepted parts upon E B, from E,—Thusif the 

Sun decline 20 degrees South, andthe Alcicude were 13 gre $2 mm, the 
hour at London would be ro or 2, on eo 

@ Ifthe Declination be North, fet one Foot of your former extent 
upon the fide AC, removing it thereon to and fro, till-che orher Foot 
turned about, will only couch the Thred; When it is fo fitted, 
that Foot upon the fide AC, keep its ftation, and from. thence ex 
the other Foot tothe Suns Declination counted: inthe Scale A P. | 
~ faft extent muft be applied to the line N E from N: and. whe 
ftays, lay the Thred. Sothe parts cur upon the ‘Scale EB, will 
the hour. But this maft be done with caution. For if chat Boo 
that keptits ftation, ftood from A, beyond the Suns Declination in 
the Scale A P, then the intercepted Ark from E to the Thred 5 give 
the hour from Noon. Bur if the fore-named Foot ftood between 4 
and the Declination, then the whole Ark EBgo, with the Ark fron 
B back again tothe Thred ( thefe two put together) give the hour fron 
3 Noon. | 
Thus if the Sun decline 15 gx. Northward, and be 21 gryhigh, th 
hour is 7 before or 5 afternoon. Or if che Altitude were 3.gre-the how 
muft have been 5 inthemorning, or 7 in che evening: namely, 99 ant 
1g degrees from Noon. : ‘oes ty © ‘| 


| 


| To find the Declinationof a Plane. ‘147 
XV. On an upright declining Plane, to find the Angle between 12 and 6. 
“grAOunt the Planes Declination from C towards D : From that point 


‘to Y, wponthelineMY. The Thred laid at Y gives G K for the Angle 
\between I 2 and 6. | } | 

| Or count the Declination of the Plane from B towards E, and. lay 
‘the Thred at-it. The Thred willcuc NE. Take from N to the tnter- 
feGtion, and apply ittoM Y ; the Thred put co Y gives GK, as before. 
If a Planedecline 20 gr. this Angle will be 66 4 at London. 
fei XVI. To find the Declination of .a Plane. 


ip 

ck, draw an Horizontal line upon your Plane (which you may de 
| by your Quadrant.) Then apply one fide of the Quadrant to that 
line, fo as thelimb may be toward the Sun, and the Plame of the Qua- 


‘Plummet,’ you muft hold that Thred clofe by the edge of che limb (Iet- 
‘ting the Plummechang down at liberty) till the fhadow: of the Thred 
afleth direétly through the Quadrants Center. Which done, you rhall 
fee what degrees of the limb the fhadow curs from that fide of the Qua- 
idrant which is perpendicular to the Horizontal line. This ts called the 
Horizontal Diftance, At the fame moment of time, obferve the Suns 
Altitude. . By this Alcicude you may get theSuns Azimuth from South, 
by the thirteenth. ) 7 

| > After chis Preparation, ‘take diligent notice; whether the fhadow of 
the Thred fall betwixe che South, and the perpendicularifide of ,the 


‘Souch and the {aid perpendicular fide (both of them) upon one coaft of 
the fhadow. : 

| In the firft cafe you muft add the Horizontal Diftance to che Azimuth. 
nthe latter‘ cafe, you muft fubtract the leffer out of the greater. . The 
refule (whether it be Sum or Difference) gives the Planes Declination 
from the South. tt ee 

|» Nore here in the fecond cafe. That if che Horizontal Diftance be greater 
than the Azimuth, chen doth the Plane decline to that coaft (Eaft or Welt) 
which is contrary to the coafton which the Sun ftood from the South. 


‘This fallech out very frequently. 
f 4 


Tee 2 i, Note 


7 take theleaft Diftancero the fide C A. Set thar length from M ~ 


‘idrant may lie Horizontally flat. Thirdly , having a loofe Thred and 


Southend Or whether the fame fhadow fall fo, as to leave both the . 


STL Ay ee 
a ra Py 
‘ ’ 


wy 


148 To drave upright declining Dials: an 
~ Nore alfo.in the firft cafe: That if che Sum of che Horizontal D Rance 
and Azimuth do exceed 180 gr. then the Planes Declination from South 
is contrary to thac eoaft whereon the Sun ftood. And itis found by 
fubtra@ting the fore-mentioned Sum out of 360 degrees. This. hap- 
pens more feldom; that is, only upon fome North Planes; and on 
them, only then, when the Suns Azimuth is more than go from. the 
Sonth ; andthe Horizontal Diftauce more chan is the Azimuth from 
the North. . 

Examples are here omitted for Brevicies fake. Only add this; thacif 
the Planes Declination from South be above gagr. you mult fubdud it 
out of 180, and che remainder is che Declination from che North. —By 
this accounting from North and South, you may always make that your 
Plane decline notabove 90: And as when ic declines nothing, itis a’ 
full South or North Plane ; fo if ic decline juft 90, ic is chen a full Eat 
or Welt Plane. 7 


ayy 
ai 


XVII. How to draw any upright declining Dial. 


Irft, draw.a Perpendicular or Plumb-line A B,, and cro(s it at right 
Angles with the Horizontal line BC, and make BA equal co AO. 
in Your Quadrant. H | 
2. Upon theequal limb of your Quadrant, count che Planes Decli=! 
nation (from North to South) from G, and there keep che Thred : which | 
will cutfome of chofe Lines that are drawn. within che upper Square. | 
3. Obferve firft, thofe Incerfe€tions which the pricke. lings: anal 
with the Thred at 4, d, a, Take then the Length from A, the 
Cenrer of the Quadrant to 6, and {fee it here upon the Horizontal Line 
from B tox, (always on that fide of B, which looks to the fame coal | 
whereunto the Plane declineth.) So cake from the Quadrants Center | 
A, to the fecond pricke Lines InterfeGtion with the Thred, acd; and» 


i 
| 


fee it here from Bro2. So likewife the third Am, muft be fer from | 
B to 3. | ay | 
4. Obferve againall. {uch Interfections as are made with che Thred, . 
by the reft of thofe lines whofe common Concurrence is in the.point M, | 
namely, at 4, ¢,e,4: and take their fevera] lengths from the Quadrants 
Cencer A, and prick chem here down on the other fide B (contrary to” 
_ the coaft of Declination) namely, at rz, 10, 9,8.- Then for the ncxe 
line upon the Quadrant (which doth.nor, but would interfe the Thre¢,. 
if ic were drawn out far enough ) obferve. where the Thred cuts; the 
| extras 


i 
7 
i 


i 
|; 
q | 


be To drasy upright declining Dials. | 149 
extravagant line rs, namely ins: and take from A tos, and turn thac 
Length ewice from B, fo thall it defign the point 7. Afterwards at the 
“point 7, draw the infinite line CD parallel to BA. Allo fet off the 
hour of 6, on chat fide B which is contrary to’ the coaft of Declination; 
namely, from B to E, according as the Angle between 12 and 6 hali 


be found by the fifteenth. 
Declination 28 deg. $. Eafte 


eP | 5. Draw all the 
\" : Hour-lines from A’, ee... 
2 the Center of your 
; | Dial, through the 
ons 3, 2, ¥, 22, 0T, 
ok ee 9,8, 7, in fuch 
wife, that as many as 
wellcan, may cutche 
Ine DC, as is here 
done, in pand gi ‘ 
6. Make6, 5, e- ; 
qualto 6,7: and 6,4, ; 
qual to 6, p, and 6, 
3, equalto 6,93 and 
|. craw che seft of the 


: : ; N 7 S t 
| / v8 6) 10H i 12, 2 2 3 Acurs 4 5,44, 43. ae 
cs, 


- Thus you may gec 12. 

) hours, and if you ex-' 
ls rend them beyond the Center, you fhall have the 
a whole 24. Out of which you. may naake choice of 

43 ) fuch as will ferve your ufe. 


& 


@) For placing the S syle. 


4 Seek the Elevation and Defle&tion by the fifth and ' 
| fixth, And make BF equal to the Deflection; f{er-* ; 
| ting che Subftylar line FA always on thar fide r2,' 
which is contrary-to the coaft ef the Planes Declina-} 
| tion. Make alfo F G equalto the Elevations So FAG will be the s 
| paitern ofthe Style. 2 


DP) PRO oe ieee OT Ree Rte) aE ig PE Ae ET Sana 
wn 


ago = «Of the upright full South-Dial, = 
Or the Thred lying full at che Planes Declination upon the Qua- 
drant as it did, Take the leaft Diftance from the point X to che — 
Thred, and fet chat Length from B to H, and draw A H for che Sub- 
‘ftylar. Then making AH Ka right Angle, take che leaft Diftance — 
from: Mto the Thred, and make H K egual to this Diftance: SoisK AH 
_ the pattern of your Style. 3 
ae @ In-all Dials, The Style muft ftand juft over the Subftylar, eleva- 
_. ted fo much above it, asthe Elevation (before foiind) cometh to. - 
In South upright Decliners the Cenrer of the Dial is above (as in the 
former figare) and the Style pointsdownward. Butin North Decliners, 
the Center muft be low, and the Style muft point upward. 


xe inden 


XVIII. Of the upright full Sonth-Dial. 


~w 


“? fg te Angle between 12 and 618.90 degrets,. 
ne The Line.of. £215 the Sub fteylarinien mW “srsnsssocdiieidneanies 
The Styles Elevation is the Complemént of your. Latitude. ae | 
The way of pricking down. the Hours is in'a° mariner, the fame with a 


He Declination of the full South- Dial is nothing, “Whience it is, That 


that before for Declinerse”” No moye needsto be faidvef it. ~~. . | aa 
: The Ere&t full North Plane isthefame with: chis South. Onlythe 
Style of this points upwards’ towatd the North Pole, as the former’ 
downwards towards the South Peleg "Fs 4 ok Sor baa 
XIX:-Of apright far declining. Planes. naman n 
i; ieee Dials are more difficule than thofe other Deciners ‘nencificedll 
in the feventeenth, becaufe here the hours have no Cefter or Point of 
-mMecting upon the Plane. Ic will not be amifs therefore to fet down the © 
‘i whole work in all parts of it. * | 
i. Draw a Perpendicular or Plumb-line AB, and cro(s it ar right 2 | 
_Angles wich che Horizontalline BC; Andmake BA equalta AQ in — 
‘your Quadrant, fetting A above B if the Plane decline from the.Sor th, | 
or below B if it decline from North | Tae | 
_ 2 Count the Planes Declination from South or North, upon the 
_ Limb of your Quadrant, from G ; and there keep the Thred. + 2 
3+ Among thofe Lines on the Quadrant (whofe common Con- 
currence is at M) obfervethat Interfection which is made by the fixth” | 
Hour from the Quadrants Center with the Thred: Take the length 


from 


~— 


from the fame Center co that Interfection, and prick it down here 
from B to C (and om that fide B which looketh toward the Seuth, 
4 the Plane decline from South; or toward the North, if che Plane 
decline from North.) And draw out che Line C DE parallelro BA. 

4 Obferve again upon that Quadrant the Interfection which the fe- 
cond line from the Center makes with the Thred and take che length 


from the Center of the Quadrant thereunto and prick it down towards - 


€, namely from. B to F, e 
An upright Plane declining 
Eaftward. 
§. Take the Lengths 


from the Center of your 
Quadrant to’every hour 


C: and prick them all 
down there, from C to 


7 and §, from Ctro8and 


Laftly, Take from the 
- Cenrer of your Quadrant 


that Length twice from 
C: this double Length 
will reach from C to 14, 
at Ii. | hy 
6. Lay a Ruler to A 
and F, and transfer. the 
point F unto H in the 
| line CE. Then take the 
Length from Hto 10, and fet it from A (towards 
B) to 10, the fame way from A that 10 ftands 
from H. 

7» Wich the fame Length H 10 or Ato; go 
to your Quadrant, and fetting one Foot of ir 


Center, ( with the ether turned. about) lay 


‘Of upright far declining Planes. — gn 


82 degrees from South - 


point upon the fide A>. 


4, from C to 9, to, And - 


to the point 7, and turn » 


on the fide A C inthe fourth point from the. 


the | 


Soe 
Pes 2-2, 


eer P Ey MOM eee REO TOM, TO A ea 
. De the Mm apt + ? Be ee oa 
A oa a2 } j Ty . 


(152 Of Forming and Placing the Stile. 
the Thred at the remoreft D.ftance, and- keep it there. _ “ 
8. From every point on the fide A C of your Quadrant, take theleaft — 
sd Ditances to the Thred folaids fetting chem down frem A to 7 and 3; 
from Ato8 and 4, from A tog; A ro was put on before. Then the 
: leaft Diftance from 7 to che Thred being twice turned from A towards B, 
1 will give the Length from Ato rr, | . 
: 9. For the finifhing then of the hours you have no more co do, but 
. _ draw right lines through each couple of correfpondent points, namely, 
a from 4 to 4, § to 53 fromCto A, or 6t063 from7 to 7y 808, 9 
a to 9, 10tote@, and from a1 torr. | , 


I Concerning the forming and placing of the Stile. - 


10, B* the precedent feventh Propofition you may find the Planes 
Difference of Longitude, which (for this Plane chat de- 
_ lines 82 gr.) will be (here ac London) 83 gr. 43 sin. and chac from 
‘ the South, becaufe the Plane declines fromthe South, The Cemple- 
~ ment of which Longitude (83 gr. 43 min.) is 6 gr. 17 min. Take 
then firft, the Length from C to 7 the next hour point upon C E, and 
_ carrying thatextent toyour Quadrant, fet one Foot of it upon 15 in 
_ the Scale AP: and lay the Thred fo, that the other Foor turned a- 
bout may juft couch or pafs over it, and keep the Thred there. Then 
~ Gin the Scale A P:) count the fore-mentioned Complement , 6 gr. 
\ 17 min. and taking che leaft Diftance from that Point to the Thred, 
fec it from’6 a Clock at C, towards E if the Plane declinefrom South, ~ 
Cor towards D if the Plane decline from North ) as you fee it done, 
here, atG. Secondly, do the fame work again upon the line A 
Bs That is, take from A to 7 the neareft Hour poinc, and fet one 
Foot of chat extent upon #§ in che Scale A P, and with che other 
Foot turned about, lay the Thred as before. Then in che {ame 
Scale A P, count the fame Number 6 £r+ 17 min, and taking the 
leaft Diftance from thence to the Thred, fer that Length from A 
to K, anfwering toC G. And laft of all, draw the Right Line 
ee This fhall be the Line of DefleGtion over which the Stile muft 
‘ftand, | . 
tf, Furthermore, Through the: Points G and K (or any other 
cwo points of the fame Line ) draw che two Lines G O, K P, both — 
perpendicular to the Defleétion Line GK. Then confidering, char 
every Hour comprehends 15 Deprees of Longitude (that is, thae 
from 


' Of Forming and Placing of the Style. = > 0533 
“froma C t0°7 is 15, and from7 to 8is1§, ee.) and fince thar CG 
is6gr. 17 min. IF CG be taken out of C7 which is ry gr. there 
_willremainG 7, 8 gr. 43 min. Towhich, it youadd from 7 to 9, 
| whichis two hours or 30 degrees, cheSum willbe 38 ¢r. 43 mn, whofe 
Complementis 1 gr. 17 min. If now you make the Angles GMR, 
-andK NS, each sa gr. 17 min. they willcurche Defle€tion Line GK, 
in RandS. And if further, cto the Radius-G R’you defcribe the Ark — 
-RT3 and to the Radius. KS you defcribe the Ark RT; and to the 
‘Radius KS you defcribe che Ark S V5 and draw the Line T V, a: 
-Tangentto both thefe Arks, the Trapexinns GTK V hall be the pac- 
‘tern of your Stile. In placing which, you nuft be careful chae thele 
perpendicular Lengths G T and K V (perpendicular I fay co T V the 
| Faucial Edge) be juftly placed upon the two affamed points at G and 
 K.—Or having found G7to be8 gr. 43 min. you may add to it from 
'Jto 10, which is (three hoursor) 45 degrees, The Sum will be 53 gr. 
43 min. whofe Complementis 36 gr. 17 mix. If now from the points 
“O and P (where the faid hour of 10 curs the two fore-mentioned Per- 
« pendiculars GO and K P) you make the Angles GO Rand KP §, cach 
equal to 36gr. 17 min. they will cut the Deflection Line G K in the 
fame two points Rand$, After which you may proceed to make the 
pattern of your Stile, as before. , 
| @ 1. Note, That in performing the fitth SeG&ion of this Pro- 
pofition, inftead of taking thofe Hour points from the Cen- 
| ter of your Quadrant upon AC the fide for your Quadrant 
hag (if thofe Diftances fhould be too great of your Plane) you 
| may lay the Thred any where upon the Quadrant, and in- 
/ * ftead of taking from the Center to the fore-enamed Points, — 
| you may take the leaft Diftances from the faid Points to 
che Thred, feverally, and fet them down from C to 7 and 
5, and from C to 8 and 4, and fo tog, 105 andfor 11, 
you muft take from the Point to the Thred, and fec it 
re twice from C3; by which means they will be all of lefs Di- 
ye ftance from C. And then all the work is to be continued, 
| as is before prefcribed. ——Or if the faid Diftances fhould 
be too little, youmay donble, triple, or, ee. to make them 
| greater. sane ey: 
/ @ 2. Nore again, That in Decliners from the North, that Dit- 
ference of Longitude which you find by the feventh, is to be 
I-s -yeckoned from the North, and fo the Complement of it is 
| Uuu 3 ® 


i, 
i 


— 


“134 sf Eafb and wefhupright Dial, 


4 a i | VN ke oe ee Raw ey”, ie ee, ey Ld 
E> Wh SB Ue ianite Seer ta 8.) SR ile aes Pah Oe te Tom 
ee ik be i 


m2 
Vee 


~ - tobe accounted from C (or 6 a Clock) cowards D. And 
~ thae the wideft part of the hours in thefe North Planes matt. 
poine upwards, and che clofeft parces downwards + contrary. 

to what is exprefled here in this Plane, which hath itsDeclina- 

tion from the Souch. 7 ones 5 
q 3. Nore laftly, thar chis Direétion here given for enlarging the 
_ Hoarsin far Deeliners, may eafily be applied to fuch Dire 

or Horizontal Dials (as are mentioned in the 26. fyllowing). 

upon which the Pole hath but {mall Elevation. For the Dial 

(or only fome chief Hours of ic) being defcribed in its natural- 
{tréightnefs, may be enlarged by the fame means that this leaf | 

was. Which will not be hard to do, bue would be tedious 

here to run over again, * 


XX. Of full Eaft and weft upright Dials. : 


“Wh Hefe are more eafie than the former fore were. For having drawn 
the Plumb-line AB, and afflumed the Point A for the Hour of 63. 
goto your Quadrant, and take from the Center of it to ‘all the Hours | 
points upon the fide A C ; and prick the firft of chem down in the Line 
A B, from A to 5 aid 7, che fecond from Ato gand 8, the third from) 
A to 3, the fourth from A co2; and for the fifth, cake from the Center 


_ of your Quadrant tothe Point r, and fet that Length twice from A, fo 


it fhall Limit out the point 1. —Having thefe points, draw Lines through | 
them, all parallel one to the other, and all pointing up tothe North | 
namely, fo as to makethe acute Angles B A C equal to the Complement 
of your Latitude. , é | 


‘@ For the Stile. | 

T muft always ftand overthe Line of-6 aClock, parallel toit, and 
diftanc every where from it according to the: Length of AD. Which | 
Length isfoon found, by drawing A D perpendicular to thé Hour- rine ) 
cutting the third hour from 6, inD. By which Line you may make the 
pattern of your Stile. For the fiducial Edge lies parallel ro the Line of 6 i 
AC, and at the Diftance of that Line A D, 
1. Notchere too, chat if your Lengths from the Quadrancs Center 
to the Hour-points be toe long, you may fhorten them by lay= 

ing the Thred upon the Quadranr, according as your Conve- 


nience | 


EY EE 


8 
eF 


Uuu 2 


&& 
“te 
ae 
te 


& 
< 
$ 


£4o44404 


” e Fuh ce 4 : ‘ ; . ; | e P : . | : 
ie _ Of Eaft and weft upright Dialta == 55 
| ~  nience fhall direét, and taking the leaft Diftances from thofe | 
_ Hour-Points to the Thred; and fo pricking them on from A 
( t0.6,,t0 5, 4, 3, Cc as was before mentioned tn the firft Note 


/ upon the former Propofition. —Orif they be too little they may 
-. be doubled, @&c, as is there exprefled. 


$SSSSSSSESS 
a 


3 A full Weft 
> upright Dials 


q 2. Note further, 


that what is here done 


for defcribing thefe Eat — 


and Weft Dials, may 
be applied to the Di- 
re& Polar Plane. On- 
ly remember that you 


are not tied (if the 


Polar ) to make the 
Hours co any fet An- 


~ gle with the Line B 


A, bue they are beft 
at right Angles ; for 
then the Line A B may 


be taken for, and pla- . 


ced as the Horizontal 
Line of the faid Plane ; 
all the Hours lying as 
vertical Lines unto it. 
And alfo the Line of 
6 here muft be caken 
(in the Direét Polar ) 
for the Line of 12, and 
the reft of the Hours 
are to be drawn alike 
on both fides 12: no- 
thing in {ubftance dif- 


fering from thefe Eaft 


and Welt Planes. 


XXII. Jp 


a i vw “nor. CS SS cS Ps Be eS. > PS = - 7 - 
’ ‘ < : ? f a bu 4 Ge 
a i ee Se vs 
i. ‘ a aay Yi 


16 Of Eaft andwef re-inclining Dials. 


XX]. In Eaf? and Weft Re-incliners, to get the Defic tion. 


Co the Re-inclination from D towards C. Take the leaft | 
Diftance from thence to the fide A C. Set thae Length from | 
- M to Y, and lay che Thred at Y. The Degrees FK will give the 


Deflection. ‘ 
The Subftylar Line muft afcend in Recliners and defcend in Incliners, 

from the Line of 12, accordingto the Quantiry of chis Deflection. 

_ The Line of 12 lies always parallel to the Horizon. 


XXII. To find the Angle between 12 and 6. 


\ oan cei 1) 
F aa| 
& " x 


“Ounte the Re-inclination from E towards B, the Thred there laid 


will cut the equal Limb. The Degrees whereof from G to the - 


Thred, are che Angle required 
| XXIII. To get the Stiles Elevation, 


| heed the Thred to the Re-inelination numbred in the equal Limb. 
from F, and take the leaft Diftance from N to the Thred. Ser 


one Foot of that length in B, and lay the Thred fo asto touch the other 


Foot when ic is turned about. The Thred“fo laid, gives the Elevation. 


in the equal Limb, from P. 


XXIV. To find the Difference of Longitude. 


1. ao the Deflection in the equal Limb from F, and lay 
the Thred co it; and take the leaft Diftance from B to 

the Thred. Put one Foot of this length in N, and apply the Thred | 
to the remoreft Diftance of the other Foot. The Thred will then | 
thew in the equal Limb, the Difference of Longitude, if you count | 


trom F. 


z.. Count the Defle&ion in che equal Limb. from G: and to the 
Thred there laid, take the leaft-Diftancefrom B. Meafurethat length | 
upon the fide ABfromA; keeping one Foor there fixed. Then lay | 
the Thred cothe Planes Re- inclination counted alfo from Fin the e ual 
Limb, and take the leaft Diftance from your ftanding to the Thred. — 
Sec one Foot of this length in B, applying the Thred to the other. 

Foot 


—$—— 


/ How todraw the Dial, ‘157 
_ Foot turned about. The Thred fo laid, gives the Difference of Longitude 
inthe equal Limb, frem G. ; | 
‘Thus ifan Eaft or Welt Plane re-incline, here at Londen, 30 degrees, 
je will have in 


Defles&tion—- ——— 47 deg. 26 m. 
- Angle from 12 to 6 55 26 
. Elevation-———> 22) 02 


 . Difference of Longitude—70 14 

XXV. How to draw the Dial. 
She the Back-fide of your Quadrant, in the upper pare of it, 
ie 


you-have Lines drawn altogether like thofe on the Fore-fide 
placed near the Quadrants Cencer, the ufe of which was thewed bes 
_ fore. ee 
The manner of work in this Propofition is in. moft chings fuitable to 
tharin the fevenceenth, and will need no other direétion. 
Only for placing the Lines, Take notice, chat 


| . 


The line of 12 in thefe Eaft and Weft Re-incliners, lieth always para 


el to the Horizontal line of che Plane. So that if we fuppofe the former . 


“Figure of the feventeeuth to reprefent one of thefe Dials, then AB muft 
be conceived to lie Horizonral, and BC Vertical. All other works will 
“be like to thofein the fevenceench, 

"The Stile in Recliners poineth upward, and the Subftilar and the 
‘hourof 6 do afcend above the line of 12, fo much as the Deflection and 


Angle from 12 to 6 come to. The Center of che Dial is on. the South end’ 


of the line of 12. 2 
The Stilein Incliners pointeth dewnward, and the Subftilar and the 


hour of 6 do defcend below the line of 12, fo muchasthe Deflection and 
“Angle from 12 to 6come unto. The Center of he Dialison the North 
“end of the 12. clock line. | 
Thefe things being obferved , you muft count the Resinclination 
BCs Plane in the equal Limb on the Back-fide from the lefe 
Be sow ard the right , according as the Figures are fer: and there 
Tay the Thred and keep ic. Then obferve how it cuts the Lines 
‘next to the Center, and proceed in all chings as in the feventeenth 


| before. 

 @ Note, That you may find the Inclination of a Plane by applying 
one fide of your Quadrane to the Planes Vertical line: for fo che Didi 
a , : wil 


“558 To draw Eaft and weft ré-inclining Dials. 


P 5% 
will cut the quantity of Inclination in the degrees-of the equal lim 
being numbred, from that fide of the Quadrant which couchech-the - 
Plane. ——And for finding the Reclinacion, you may lay a Ruler to 
the Vertical line of the reclining face, and cake the Inclination of the 
under-fide of chat Ruler. That Inclination will be the fame with the 
Reclination. es ‘A a 

Nore allo, that this here delivered for Eaft and Welt Re-incli- 
ners, is intended chiefly for drawing hours upon thofe kinds of Planes 


when-you meet with them upon Bodies cut regularly. For others 


wife you will hardly ever find any fuch juft Plane upon a fixed | 

Building. | 
Laftly, for a Scale of Chords, which here, and in fome of the prece- 

‘dent Precepts isrequired, you may make ufe of the equal limb of your 


~ Quadrant. 


XXVI. To make an Horizontal Dial to any Latitude. 


| ae draw the right Line BC, -and ereét che Perpendicular A Hy 
# Then cake from the Center (on either fide of your Quadranc) | 
to the third hour upon the fide AC; and:make AH equal there 
co. And draw PH parallel toB C3 and the line 5K 7 alfo jolt in 
the midft of them. After this lay che Thred to the Latitude of - 
the placecounted in the equal limb: and take from every point of che | 
fide A C, the leaft diftance to the Thred, and fet each of them down 
both ways, namely, from A to4 and8, from A to 3and g, to2 and | 
10, and from Atotandir, Then cake from the point r upon the © 
fide AC, to cheThred, and fet chat length from K to 5 and 7 both | 
ways. —— You have now nothing more to do, but only from H to 
draw the Hour-lines to allthe fore-named points: {othe draught is | 
eafily finifhed, S | 
The Stile muft ftand upon the Line of 12, and isto be clevated ace 
ee to the Planes Latitude: as the manner is in all Horizontal — 
Dials. : “4 
~@ The ufe of this Propofition is to draw all Dials in any Lati- 
tude for any dire re-inclining Plane, For, the Re-inclination com= 
pared (in North Re-incliners) with the Poles Elevation: or (in 
South direct Re-incliners}) with the Equinoétials Altitude, will eae 
fily give the Planes Latirude: in the former che Difference was’ the 
Elevation it felf: in-che later, the Complement of the Poles Ele- 
i vation 


ar 


I a Z ie tu ry | T0 make an. Horizontal Dial. | “ 19" 
vation. ———And this Propofition, with the fevenceench for uprights ie 
| Planes; ‘the twentieth for upright Eaft and Welt, and fo alfo for 3 
| Polar Planes on which the Pole hath no Elevation: the twenty fifth 
Lia. ts « | a i ii 


gy wt Anh io Pp 


| 
) 
i | ; ee 
) 


| ie | 

| for Eat and Weft Re-incliners: the eighteenth for full Norch and ~~ , 
South ere&, will furnith you’ with ways co draw ‘Dials upon fuch | 
| ¥egular Bodies, whofe Planes have any fuch of the fore-mentioned 
| Alpeas. , BY MMOs FO | ; | 


XXVII. 1 find the Hour of the Night by the Stars. 


| 


ns 
PIOHE Stars upon the Quadrant (one or other of them) will al- si 
| “OR ways be in a convenient place of the Heavens: that is, of two or Me 


’ 
ie 

: 

i % 

i] * . 

i 4 

i 


=e = ah. in quot ." ¢ 


160 To find the Hour of the Night by the Stars ) 
more hours Diftance from the Meridian. —— Having then made 
choice of chat Scar thac is ficteft, look what number is annexed to the 
name of ir. Seek that number in che left margin of the fore-fide of — 
your Quadrant, clofe by the Hour-lines, and reétifiethe Bead to it. 
Then hold up the Quadrant fteadily , with the fights levelled to - 
the Scar, asif you were to take the Stars Altitude: and you fhall find 


_ the Bead to thew (among the Summer hours of che Quadrant ) the 


Motion of the Star in Hours, Quarters, and parts of a Quarter. 
This is called the Stars Hour; bur this is not the Hour of the Night 
ullic be turned into the Suns Hours which thing is co be done in this 
manner. 

Look upon the back- fide of the Quadrant for your Star, and lay the 
Thred upon it; flipping the Bead down to the flope hours below, cill it 
ftand upon the fame quarter and part (from fome juft hour on the left 
hand of the Bead) with the Stars hour before found. Then note the 
faid hour on che left hand which goech next before the Bead, for that 
muft be fuppofed to reprefent che Stars hour, and muft therefore be 
called by the fame mame or number that the Stars hour was. And the 
following hours (from the Bead towards the right hand) mutt fuccef= . 
fively take their numbers until you come to be under the day of your 
Month. Unto which day if the Thred be daid, the Bead will (by 
keeping of your former account )-{hew the crue hour, quarter, and part 
of the Night. | s - | 

Examplel, On Fanuary the 20th. the hour of Cor Leonis was ob- 
ferved Eaftward of the Meridian, to be 9 and } part of a quarter. The 


. Thred laid upon thar Stary on the back-fide of the Quadrant, will 


crofs the flope hours.as doth the Line ‘AB, and the Bead put downto 
che fore-mentioned parts of the hour, will ftand at the point B, So 
chat the hour C mutt be called 9 a Clock, which is the obferved hour of * 
the Star. Then the Line D muft becalled 10 a clock: and the Thred — 
being put to January 20. (taken in the lower circular Line of Months) | 
will lie in the line AE; andche Bead at E thews the time of the Night — 
to be paft (the line D, that is paft) 10 a clock about 4 and 4 part of | 
a quarter, whichis ts and § min. or 20min. paft ro at Night. Buc | 
if this Obfervation had been made upon the fecond day of Nevensber: 
then the Thred laid upon the day given in the lower Circle of Months, _ 
November 2, would licin cheline A F: and the Bead would be upon — 
the fall Hour-line chat paffech through F,. which would be 4 a. Clock 
in the morning, For if che line C beg, che line D is 10, che nexc line — 
Is 


ae Ay aE Merten Le non as soi ’ ; 
"the Ofe of the Altimetrick Seale. es (33 
314, and fo forward till your account fall apon Fs which muft be 4 
-aclock paft {t 2 or) Midnight.. a ‘ { “hes. 
' Example 11, Upon the 8 of Aaguf, the Star Aguila was feen on che 
Welt fide of che Metidian, and the hour of it was found 3 and $ anhour 
and 4 aquarter. The Thred therefore being laid upon that Star would 
beasthe line A G, and: the Bead (reétified tothe 3 hourand } quarter) 
would Randatthe point G. Sothat the next Hour-line on the left hand 
of G, mult becalled 3 aclock, and theline F muft be 8 acleck.e Then, 
| the Thred being removed to the day of your Month ( Augwf 8, in the 
"upper circular tine of Months) will lie in the line A B; and the Bead 
ac B will thew-the-Hourof the Night. Gf you-keep your former account) 
to be & and half paft-£-a clock. Forif F be 8 aclock (asts before expref- 
fed) chen che iafthour.of che limbis1t, the firftis #2, the fecond 1; 
“beyond whichthe-Bead B. is about 22%, of an hour. _ Therefore the 
hour of the Night is-t.avclock 22 sin. 

. By thele Examples ‘the -manncr of the work will fufficiently appear in 
all cafes, oe “i” 4 


The Ufeof the Altimetrich Scale. . 


HE Scale on the Fore-fide of the Quadrant nexe to the equal 
i Limb is here called che Altimetrick Scale. It ‘is numbred by 1, 
25-2, Ge. to 10, 20,30, &c. wooo, Each of which numbers are 
beft fuppofed to be 100 fold, viz, 100) 200, He, to 1000, 2000, Ge, - 
to rooeo: and alli thedefler parcs c{timated accordingly. The 
_ ground on which you fland to.make your menfuration, is alfo fuppofed 


‘ 


f to bea juft hey cian 


I. Tofiad any Height at one Ol fervation. 


“ Eryour Station be at E 5 and the fightsD A directed to the poine 
L EF: the Thred.A B cutsoff the parts CB inthe meafuring Scale.: 
which parts muftbe remembred. —Then meafure from your Station FE, 
to the point H, which isjuftunder F. And always in this cafe: mulu- 
ply this diftance EH by the fore- named parts of C B, and from the Pro- 
dud cut off three figures coward therighthend. The Remainder is the 
AltitudeGF. To which you muftadd HG, orD E, the height from 


youreye at D to your foot aE. 


. 


Xxx Thas 


ei. 


Ne 


162 Tb take tlsitndes sind’ Diftances: | 
Thus-if the Thred AB thould cut of CB T¥OO parts; and the 


Diftance E were 59 feet, the height G F would be 88; g000 or 78 4 
feec. | ‘ a 


te 


II. To find part of an Altitude. — 


Tee length of BX be only required. Scanding then at E, you 
—/ may find the Altirude G F, Keep {till che fame Standing at E, and 


find the Alcitude G X by che laft Precedent. So GF taken from G X, 


gives FX required. 


wl 


IIL. Standing npon a known Height to find a Diftance. 


ae the height FH be known, and the Diftance H K be required. Ore 
der your {tanding fo, that the two fights P; $, the point B, and’ 


— the Diftance K, may allappear in one right line. Then look what den 


grees the Plummet cuts off in the equal limb fromQ. Coune the fame 
number in the fame limb from$; and there lay the Thred, as PT. 
Note then what parts it cuts upon the meafuring Scale from Qto kK 
Multiply chofe parts'into FH the known Altitude: and from the 
Product cuc off three Figures the Remainder or Quotient is the Di- 
flance MK, | 


Thus 


oh 


Rae Pee PoE 


e Eien Co tale By et ; 

| = Totakedeferent Altitudes, = = 163 
_ Fhusif che Thred PR thould cut off QR in the equal limb, 56 } de- 
grees, the fame counted the other way from Sto T in the equal limb, 
-and the Thred laid thereto would give 667 in the meafuring Scale. 
‘Then FG being 88 4 feet and GH (fuppofe) five feet, FH mutt be 
193% feet. This multiplied into 667, makes 62364: from whence 
“cutting away the three right hand figures, there remains 62.364 or 62 * 
‘feer for che Diftance H K. 


IV. To find part of a Diffance. 


FE che Diftance of K from Z were required. Firft, find HK, chen 
BR AZ, by the chird precedent: their DifferenceisKZ. If KZ were 
aTrench, you might from the Tower F, find che bredch of it withouc 


any approach unto ite 
V. To fied a Height at twe Obfervations. 


} ih F H were to be meafured, and the way from Eto H were unpaffable, 
DL fo char the Diflance of E from Hcould’nor be meafured. You 
/muft in this cafe make two Obfervations. For which purpofe, take 
your firft ftacionat E, and direét the fights D, A, to the point PB: no- 
ting whar parts the Thred cuts upon the equal limb from CtoB. Then 
po backwards ina right line, to a competent Diftance, asto M3; and 
there making a fecond ftation, obferve (as before) what degrees the Thred 
cutsupon the equal limb from No O: (the two fights L, I, being juft- 
_ ly directed co the point F.) Then count thefe two Arks in the equal limb 

from the contrary fide of the Quadrant, namely from D to Y, and 
from L to # and applying the Thred thereto, look what parts it cuts 
fromthe meafuring Scaleat Y and V. - Take the leffer number of parts 
out of chegreater, noting the Difference. Meafure alfo the Diftance of 
your two ftations, namely, from E to M, and add three ciphers to that 
meafure; This laft number mutt (in this kind of work) be divided al- 
ways by the fore-noted Difference s and the Quotient will give the Ali 


—udeof F above G. 
| Example. 


“Ler the firtt Obfervation cut off 38 € gr. in the equal limb.- The 
fecond 56} gr. Count the firft Ark from Dto Y: che Thred there. 
aidgives 1250 in themeafuring Scale. The fecond fo counted from 


LtoV, gives 667: The Difference of thele two is 583. Let the Di- 
| Xxx 2 Rance 


li 


i 


ies 


number, with three ciphers added, is. 160000, 
§83 (che former Difference) gives in the Quotient 
for the Height GE. . And if GH be §,foot more = 
HF willbe 93 2 feer.. | 


- @ Note, That in chefe Menfurations, the point: 


to ftand in the fame Level with the corner 
DandL. Sothat GH, D E, L Mare all of 
notetoo, that.the two ftarionary points are 
thofle which are juftunder the corners D and 


md 4 


a tela ny eld mre ncaa i ben ae ener nen = Se ee eas 


164. Totake-Alsitudes and Diflanves?. 
{tance of the {tations meafured from E to M, be 51. 60 feet. 


Which divided. bye 
88.50. or 88.4 feer, 


bye 


The whole Heighth 


G-is fuppofed to 


of your Quadrant 


one Heighth. 
Eand M, namely, 


FA 


This 


And . 


le, ilies al 
Ae ; + 
sf 


65? 


ee oe 


OF THE 


yg , 1 oateivenceth 
CANON, 


| | ian 2 AN Dist 7 ras 
Fables of LocariTHMs. 


% Ogarithmetick is a Logical kind of Acithmetick, orarti- 


| se . j 
‘ i { (Mae ficial ule of Numnibers invented for the eafe of the Cal- 
GP ASA culation, wherein each Number is ficted with an Artis 
i we 02 4 ficial , and thefe Artificial Numbers: fo ordered, that’ 
ae he what is produced by Multiplication of natural Num- 
MZ QO beys, the fame may.be effeGed by the Addition of thefe- 


| their Artificial Numbers 5 what thcy perform by Divifion, the fame js 

_ heredone by Subtraction : and fo che Hardeft part of Calculationavoi* 
| déd by an eafie Profthapherefis. 

 'Albthis’ fall be made plain by applying that to thefe Arcificial Num- 

bers, which I have fey down before, for the ufe of my Lines of Num-- 
"bers, Sines and. Tangents in. the Ulfe of the Se&or and ‘Crofs- Staff. 
Wherein the Reader is co obferve, that what is to be wronghtby round* 
Nambers only, is beft done by Mr. Brigges his Legarithms, but the — 
Aftronomical part concerning Arks and Angles, by my Canon of Arti- 

ficial Sines and Tangents. HAL (OE IO f | 


. GHAP; 


66: | The general Ufe of the. Canon 
CHAP. I. 


Concerning she Ufe of the Line of Numbers, Ihave fet-down ten 
general Propofitions in the fir ft Book ofthe Ufe of the Croft. 
Staff, Chap. VI. esd thofe may be applied to the Tabje of 
Logarithms, ~ re . <q 

; a i PROP. 


nore at 


To multiply one Number.by another, 
His is the fixth Propofition of the ten s but I begin with the eafieft, 


add the Logarithm of the Mulktiplicator,to che Logarithm ofthe Mul- 
tiplicand, che Sumofiboth-thall beche Logarithm ofthe |Produd. 


As when when wemultiply 25 ‘by 30; the’ Product is ~~" ~ 750 
Sohere, add the Logarithm of 2 5, viz, 1.39794001 
To the Logarithm of 30 1.47712125 
The Sum of both will be : ; 2.87506126 
And this is the Logarithm of 750, £ 
Inlike manner, if we multiply ro by 10, the Produd is 100 
If too by to, the Produ@tisteoo | fo here ie 
_, The Logarithm of 10 being 100080000 
The Logarichm of 190 (hall be 2.06000000; — 
ole 3»89000000, 
10000 4:0coccoo dl 
100000 


5sCOCOD000 


And foforward: All intermediate Numbers which have Intermediate 


Logarithms. , | aah) | 
Lfwemulciply toby ro, the Produ@js TOIO; of 102 by 10, the 
Produ is 1020: | 


fo,here 
The Logarithm of 10, viz. 1.00000000 
Added tothe Logarithm of ror 2.00432137 
Gives the Logarithm of toro 3.00432137 _ 
The fame Logarithm of ro 1.00008000 
Added to the Logarithm of rez 2.00860017 
Gives the Logarithm of 1020 300860017 


The 


ef ey 
< 


<a Eg a : 


ae “and Tables of Logarithms, -. "807 
~The Differenice being only in the firft Figure, and that is always lefs 
by onethanthe number of Places, in the Number given. As when we 
find'the Logarithm tobe 2,00860017 the fit Figure 2 is Charaéte- 
riftical, 7. e. che Index, thewing that the whole number 102 belonging 
cothis Logarithm, confilts of three places. If the Logarithm had been 
1,00860017, the whole Number muft have been 10.2 confifting of two 
places, and che refta Fraction to. 
If the Logarithm. were 0.00860017° the Number 
belonging to it would be. 1, 02, 3. 1 and #2.. © And this.is 
one of the reafons why the Differences were omitted in the firft hundred. 
Logarithms. All chefe Logarithms may be found afterwards ander a 
larger Index. 


If weadd the Logarithm of § unto the Logarithm of 201, the Sum of 
both fhallte the Logarithm of 1005, and the Sum of che Logarithms of 
| sand 203 hall be the Logarithm of 1015. Thus che moft part of. che 
_ Fable may be continued beyond 1000, 


é PROP. Il. 
| 4 Todivide one Naumaber by anothers 


| Bs ast the Logarithm of the Divifor, out of the Logarithm of the 


Dividend, the Remainder fhall be the Logarithm of the Quotient. 

_ Aswhen we divide 750 by 25, the Quotient is 30 fo here 
From the Logarithm of 750, viz, ; 2.89506126: 
Subtract the Logarichm of 25, Is.39794001 
There remains the Logarithm of 30 1.4771 212g: 
In like manner, when we divide 11 by 4, the Quotient is 24, fo 
‘here che Bogarichm of 4, viz. 0.60205999. 
— Taken fromthe Logarihm of 14 1.04139269. 
| sia 
Leaves the Logarithm of 2 4 0. 43933270 


Wherefore, if ic were required co find che Logarithm of a whole Num- 

| ber with a Praction annexed (as of 24) we might firft reduce itinto an: 

improper Fraétion of *4 (or racher of 723.) and chen fubcract as before. 
If ic were required to find the Logarithm of a fingle Fraction, .as- 


of 4; » we may fubcract as before; Butthis Fragtion being lefs than hig 
7 the. 


| 
| 
\ 


Again, if we multiply 201 by ¢, the Produé is roog§: fo here = : 


7 - 


SO SS an? OF OAS le gee Orgs eae Paw E 
- x . 4 


368, Thegeneral Uftof she Catun 


the Logarithm muft be le(s chan 0, and therefore noted with — a de- | 


feGtive fign. | a REY TRS: 

_ So the Logarichm of 44 or 24 hac haces | Sa vaen 
And che Logarichin of fq 0 eS 0.4393 527 

Lich abe 95 oh et 9 Su lapiciic 


_...Tofind the Square of a Number. 


die 
ed 
4 
7 
a i 


“WAL che Logarichm of che’ Number given is the full Logarithm | 


the Square Root. 
~ “So.the Logarithm of 144 being 
The half chereof is ie RH 
che Logarithm of 12, and fuch is the Square Root of T44, 


2.15836249 | 
— T.07918124 


Then by converfion, having extra&ted the Square Root, we may foon 


find the Logarithm. 
As the Logarithin of to,o000 being 
The Logarithm of the Square Root 316227, is 
And for the Root of that 177827 


PROP. IV. 
To find the Cubique Root of 4 Number. 


Logarithm of the Cubique Root. 
Sothe Logarithm of 125 is 
And}the Logarithm of 5 ail 0.698 97000 
By the fame reafon we may find the Biquidrate Root, by dividing the 


Logarithm of the Number given by 4: the folid Roor, by dividing by 5, 
and fo forward, - . ee 


And by converfion, having extracted the Root, we may (oo find the 


Logarithm. 
As the Logarithm of 10.000, éc. is 


2,0969100L 


1.00000009 
0-50000000 
0.2 500000gmy 

all 


a 
f Be third pare of che Logarichm of the Number given. isthe fall 


- 1.00090900 
The Logarithm of rhe Cubique Root, 29544 9033333333 
The Logarithm of 100.000, &e. 2.00000000 
The Logarithm of the Cabique Root 4641 0.65666666. 


Then multiplying che Squareand Cubique Roots one by another, we may 


Produce infinice ocher Numbers, and have all their Logarithms. . 


PROP, 


i Three Numbers Veing given, to find a fourth 
| PI His Golden Rule the meft ufeful of all others may be wrought f{e~- 


-| number here required. 


. 


1] 


| 


| 
: 


<i 


‘| 
Bi 


| tL vera 


| 


Product by the 


| 


the Logarithm of 


i 


i 


| The ordinary way in 


Sie a Pe eee Be amis EL ee Bes NL ae hy 


: 169 


+ and Tables of Legarithms. 
VeOPROR, Vues 


« 


ss 
ae 


Proportional. 


lways, as it appears by this Example: : 
4 to a fourth number. 

Arithmetick is by Multiplication and Divifion. 
For firft they multiply che fecond into the third, and chen divide the 
firtt Number given. Ashere, mulciplying 24 by 4, the 
hen dividing 96 by 12, the Quotient will be 8, the fourth 


A; 12 wnto 243 fo 


Product is 96, t 


According to this way weadd the Logarithms of the fecond and third, 
d fubtra& the Logarithms of the firft, fo thac which remaineth thall be 


an 
the fourth Number required. 


. Thus che Logarithm of the firft Number 12 is - 1.07918135 
The Logarithm of the fecond 24 1 38021134 

~ The Logarithm of thethird 4 0.60205999 
|) ‘TheSum of the fecond and third Logarithms --¥.98227123 
Subtract the firft, and there remaineth @ 90338998 


the fourth Proportional. 
k is by Divifion and Multiplication. For 
where thefecond Number is greater than the firft, they may divide the 
| d then multiply the third by the Quotient. As 
‘chen multiplying 4 by 2, 


And thisis the Logarithm of 8, 
A {econd way in Arithmetic 


Tecond by the firft, an 
here, dividing 24 by 12, the Quotient is 2: 
the Product will be 8. 

According to this way we taket 


he Logarithm of che firft out of the Lo- 


Ueerithm of che fecond,and then add the difference to the Logarithm of the 
third. So the Sam of this Addition (hall be che Logarithm of che fourth 
required. — "resit, : Re 
| Thus the Logarithm of the firft Number 12 1s LO79I8T25 - 
The Logarithm of the fecond 24 1.38021124 
| _ The Difference berween the increafing _ 30107999 
Added tothe ‘Logarithm of 4 0, 60205999 
|| Gives che Logarishm of 8 0,90308998 
Bee ; Yyy | A 
‘ we) 


Kuo 

Tadus 2 
iVic 

{us per I. 


ed, 

uotiens 
2 per a di- 
vif mul- 
tiplicatus 


in tertits 


170 The general ve of the Canon | ae. 
Ill. Athird way in Arichmetick is by Divifion and Divifion, for where. 
Qrotiens the fecond Number is lefsthan the firft, they may divide the firft by 
4 pet 1.0 the fecond, and chen again divide the third by che Quotient. As, 
diyifor 3, here, dividing 13 by 4, the Quotient is 3 ¢. thendividing 24 by 3, the 
Quotient is 8, | ae, 
According to this way wetake the Logarichm ofthe fecond out of the. | 
Logarithm of the firft, and. then take the Difference out ef the Logarithm, 


of thethird: fothat which remaineth fhall be the Logarithm of the fourth. 
Number required. | 


‘Thus the Logarithm of the firft\Nimber 42: is. 1.07918125. 

The Logarithm of the {econd 4. ©,6920§999_ 
The Difference decreafing- | 477121265 
Subtraéted from the Logarithm of 24 1.38021 124, 
Gives the Logarithm of 8. 0.90308999: 


Thefe two latter ways by Difference of Logarithms, may be confider-- 
edasthefame. Though there.befome difference between them, yet thas 
may eafily be reconciled, if we have regard to the nature of the queftions. 
For three numbers being given.in. direct Proportion, if the fecond be- 
greacer than the firft,che fourth muft be greater than the third: Ifthe fecond:: 
be lefs than the firft, che fourth muft be tefschan the third,and their Loga- 
rithms accordingly. But in reciprocal proportion, confidering the fiftand: 

~__ tecond numbers tobe of ene denomination, we are to obferve the contrarys. 
- Iftwe defire to turn SubtraQion.into Addition, we may take che Lo- 
 garithm which isto be fubera&ted out of the Radius, and add the Com-- 
plement. So the Sum of this Addition, the Radius being fubtracted, thal. 
give the required Logarithm as before, 
Thus in the laft Example : where fubtra€ting the Difference 4.7712126 5 


outof 3.38021124, the Logarichm of 24, we found the Remainderto be. 
, ©,90308998 the Logarithm of 8, 


The Radius being | 10.00000G00. 
Khe Logarithms to be fubrra@ed : | 047712126 
~ "The Complement to the Radiusis « 9.52287874, 
This added to the Logarithm of 24 138021124, 
Gives us a compound Logarithm . - 10,90308998: | 


From. 


li 
} 
\! 


“ 


. 
— = 


Se ear Oa oe + ee 


; a ‘and Tables of Logavithzs, TY 
9} From this, if we fuberact che Radius, (that is, if we cancel. che firft 
| figure co the left hand) the reft is 0.90308998 
the Logarithm of 8, the fourth Proportional, as before. m 
| By help of this fourth Proportional we may come fomewhat near to 
find a Logarithm for a number of 6 places. | 
As ific were required to find a Logarithm for this number 868624, 
the Table will afford us Logarithms for a leffer and a greater number 5 
and then che intermediate may be found by the part proportional in this 


manner. : 
Here we have the Logarithm of 868 2.9385 1977 


ties 


And the Logarithm of the next following 869 2.93901978 
And the tabular Difference between chem | 50005 
Tf che Index be fitted to the number of places, 
The Logarithm of 868000 _fhall ve §.93851972 
| And the Logarithm of 869000 5-939019978 
| The Difference being 1000 §0005 


 _ Then taking 868000 ope of 868624, (the number given) the third 
_ Difference willbe 624. And having thefe three Differences the Pro- 


> 


- portion will hold. 


me - 4. 1000 ants 50005 
i So - 624. axto 31203 the part propor- 
“tional to be added to the leffer Logarithm 5.93851973 


fo thall we have 5.93883176 for the Logarithm required. 
 Inlike manner, having a Logarithm given, we may find the value 
- of it ina number of fix places. 

As if the Logarithm given were 7-93883182 
_ and ic were required to find the Number to which it befongeth : 
This Logarithm is not to be found in the Table; bur changing the 


Index and making it 2 93833182 


The nexe leffer Logarithm of 868 is 2.9 3851973 
And the tabular Difference following 50005 
) And the proper Difference 31209 - 
 Asthetabular Difference 50005 vento 100600 
_ So the proper Difference 31209 ante 6241 


_ the part proportional to be joyned to theend of che former number 868 ¢ 
ih Yyy 2 fo 


| 


~ 


Me of 


172 The general vufe of the Canon 


“fo thall we have 86862411 for the value of this Logarithm. But the- 


Index of the Logarithm being 3, the Number required muft confift- of - 


four places, viz. 8686, and che reft'a Fraction of ine. 


s 


This I fay is fomewhat nearthe Truth. For'this number here propos 


fed 868634 is the Square of 932, 


The true Logarithm of che Root 932 is 2696941591: 
The true Logarithm of the Square 868624. 593883182. 
PROP. VI. | 


Three Numbers being given, to find 4 fourth ina duplicated 
Proportion. ie *) 
: TN Queftions that hold in a duplicated Proportion between Lines and ¢ 
J Superficies, the Logarithms for Lines given may be doubled, the Loe. 
garithms for Lines required may be halfed, and then the work will be. 
the fame asin the firft part of the former Propofition. 
Suppofe, the Diameter being 14, thecontent of t 
the Diameter being 28,. what may the content be? . ° 


he Circle was. 1 54, 


Here the Queftion concerns both Lines and Superficies, I double 
the Logarithms of thetwo Lines given, and then work as before in this 


= 


| 


| 


| 


manner : I 
The Logarithm of ¥4 ‘is T.14612803 | 
The Logarithm of | 28 1.447 15802 
The fame again 1.44715803 | 
The Logarithm of 15.4. 2618752072 » 
The Sum of chefe laft . 5-08 183678 
Subtraé che double of che firft 2.29225606 
There remainsthe Logarithm of 616 - 


And {ach ‘is the content of the Circle here required. 


: Suppofe the content of a Citcle being 154, the Diameter of if was 14 § \ 


the content being 616, what may the Diamerer be ? 


Here: being one Linegiven, and one Line required, I-double the Lo- | 
garithm of che Line given, and then working as before, the half of the. 


remainder {hall be the Logarithm of the Line requireds. 


2.78958072 


Thus. | 


Beal 
op RR 


and Tables of Legavitlis, 
‘Thus the Logarichm of 154 is ; 


573 


2.1895 2072 


| tent required. 


The Logarithm of 28 the Diameter required. 


Or according to the fecond manner of operation, the difference be- 
cween the Logarithms of Lines given may be doubled ; the difference be- 
tween the Logarithms of thecontent given may be halfed, and then the 
work will be the fame as inthe latter part of che former Propofiticn. 

So in the firft Queftion, where the Diameters were given and the con- 


The Logarithm of 616 — 2,98958072- 
The Logarithm of 4: 1,14612803 

" The fame again» 1,14612803 
The Sum of thefe three laft : : 5.03183673_ 
Subtra&t the Logarichm: of the firft” 2.18752072 
The Remainder will be 2.80431606 
The half thereof is - 154471 5803 


v 


The Logarithm of 14 is - 1,94612803 » 
The Logarithm of 28: 144715802 
The Difference increafing . 30103600 
The double of this Difference 60 G6 bem 
Added tothe Logarithm of 154. 2,18752072 
Givesthe Logarithmof _- 616 2.789 58072 


Inthe fecond Queftion, where the content of both the Circles wasknown, 
and the Diameter of the one required. 


2.18952072 - 


The Logarithm of 154: 
The Logarithm of «: 616 2,.78958072 : 
- The Difference increafing » 6®206000 » 
The half of this Difference: "30103000 » 
Added tothe Logarithmof 14+ 1314612803 © 
( Gives the Logarithm: of | 23. 1,4471 580 z° 
PROP, » 


BT PUP MN YAP Aa eye CU, TN ra eR ReRRtR ep Seg Leet nO ae eS PE OCT MOERN ie ee 
rae ek esta x iy ‘ : Ba Ae ‘ i 
y 


— 


fa 


374 Thegeneral Ufe of the Camm = =: 


re 


PROP, VII. 


Three Numbers being given, to fied afourth in a triplicated 
Proportion. | | 


FN Queftions concerning Proportion between Lines and Solids, the 
& Logarithms for lines given may betripled; the Logarithms for lines — 
yequired may be divided into three parts, and then the work will be the 
fame, asin che firft way for che Rule of Three, 3 


Suppote the Diameter of an Tron Ballet, being four inches, the weight 
of it wasnine pound, the Diameter being eight inches, what may the 
weight be? - i 


The Logarithm of 4 is 0.60205999 
The Logarithm of 8 0,90308999 
The Triple of it 2.70926997 
The Logarithm of 9 ©.9542425E 
The Sam of thefe laft 3.66351347 | 
‘Subtraé che Triple of the firft Logarichm 1530617997 

There remains the Logarithm of 72 185733251 


; And fuch isthe Weight required. 


Suppofe the Weight of an Iron Bullet being nine pound, the Dia- 
“meter was four inches; the Weight being feventy two pound, what 
may the Diameter be ? 


The Logarithm of 9 is ©.95424258 
The Logarithm of 72 1.85733250 
The Logarithm of ©,60205999 
The double of chis again 1.20411998 
~The {um of thefe laft 3-66351247 | 
The firft Logarithm fubtra&ed, there remains 2.70926996 


The third part chereof is 


| 0.90308999 
The Logarithm of 8, and fuch is the Diameter required. ss | 


Or 


7 aes . wer ee ON oe ee Re | ee tr ee OS By Se 


and Tables of Logarithmse- 15 
Or according unto the fecond manner of operation in the Rule of 
Three, the Difference between Logarithms of lines given may be tripled ; 
the Difference between the Logarithms of the Solidiry. or Weight given. 
| may be divided into three parts,. eth | 
| So inthe firft Queftion,. where the. Diameters were. known, and the 
Weight required. | 


The Logarichm. of aa 15, 3 0.60208999: 
The Logarithm of : 3. re) 90308999. 
| The Difference increafing 30103000 
: The triple of this Difference. : 90309000 
i Added tothe Logarithm of = 9. .9$43425 4: 
| Gives the Logarithm of. 72 1.85733258° 
Inthe fecond Queftion, where the Weight was known, and the Di- 
* ameter required. 
| The Logarithm of = 71. 1.85733250: 
| ee 
| The Difference increafing : 90308999: 
The third part of this Difterence 30102990 
Added to the Logarithm of: 4 ©.60205999° 
Gives the Logarithm of : | Gh ©.90308998 


PROP. VIII. 


Having two Numbers given, to find athird in continnal Proportion, a fourth, | 
afifth, afixth, and fo forward. | 


a py Coorcins tothe firft way in che Rule of Three, we may {ubtrac- 
LX. the Logarichm of the firft number, out of double the Logarithm | 
ef the fecond, the remainder thall be the Logarithm of the third, then. 
fubtracting the Logarithm of the firft Number again, out of the Loga-. 
rithms of the. fecond and third, that is, out of triple the Logarithm. 
of the fecond, the.xemainder fhallibe che Logarithm of the fourth, and’ 


fo forward. . 
;" Ass, 


| 


ot 
© NS eat 


196 ~The general U[e of the Cams 


> 


As, when we fay: As tanto 2, fo 2 “nto 4, and.4 unto, and & 
unto 16, Sc. Becaufe the firft Number is r, there is no need of Di- © 
vifion, bue only co multiply 2 the.fecond Number into it felf, the Pro-~ 
du& gives the chird Proportional Number to te 4.: then multiplying 2 
into.4, the fourth Propertional is $: and multiplying 3 into 8, the — 
fifth Proportional is 16; and fo forward. So here the Logarithm of 


che firft number being 1, there is no need of Subtraction, 
But finding the Logarithm of 2 to ‘be 
The double gives the Logarithm of 4 
The.Triple gives the Logarithm of 8 
The Quadruple give the Logarithm of 16 
— andfo forward ininfinitum. 


In all other numbers that begin nor with 1, we may either fubtract 


0.90308999 


K,20411998 © 


whe Logarithm of the firft Number or.add the Complement unto the 


Radius. 
As when the Numbers given are 100 and 1068. 

The Logarithm of the firft Number 100 is 
The Legarithm of the fecond 108 
From rhe double of this fecond Logarithmg, 
Subrraét the firft Logarithm, «there remains 

_the Logarithm of 116 &* the third Proportional. _ 
Again, fubcra& the firft Logarithm 
Out of the Sum of the Logarithms of 
The fegeond Number and the third Proportional 
There remains the Logarichma | 


2.Q00000000 


2.03342276 


4.06684752 


2,06684752 


t! 
yy 
i 
} 
| 


2.00000600 © 


5 
bal 


-0.30102999 > 
©.60235999 


me 


| 
ny fi 


2.03342376 | 


2.06684752 _ 
2.09927128 


an{wering unto 125 *2* the fourth Numberin continual Proportion, | 
According to the fecond masner of Operation we may take the Dif- 
ference between the Logarithms of the two Numbers givens fo this Dife 
_ ference applied to the Logarithm of the fecond Number, thall give che — 
Logarithm of che third Proportional: the fame Difference applied to 
‘Logarithm of the third Proportional, thall give che Logarithm of the fourth 
Proportional, or the double of this Difference applied tothe Logarithm 
of che firft Number, hall give the Logarithm of the third Proportional ¢ 
the treble of this Difterence applied to che Logarithm of the firft Number, 
 fhall give che Logarichm of the fourth Proportional; and fo forward. 
As inthe former Example where the two Numbers given were 100 and © 
108, fuppofe 100 increafing to 108, and f> yearly in continual Propor- _ 
tion after the Rate of 8 in the 100, and that it were required to find 


what this 100 would grow unto by the end of 20 years, 


/ 


The 


| 


. 
e- 

- 

<< - 


- 


ee EN er a es een oe Py ne 
_~ \ ’ 


ie 2 The Logarichm of the firft Nunaber-100 is 3.00000000 
The Logarithm of the fecond ~~ ‘108 2.03342376 
The ycarly difference increafing 3342376 


— Geeeecareenomemt ce 


Added to the Logarithm of the fecond, gives 2.0668 2752 
“the Logarithm of 116 +4* for the third Proportional ; And-fuch is the 
“increafe at the end of che fecond year. 


Proportional, gives 2,10025128 

the Logarithm of 125 *2+ forthe fourch Proportional, and the increafe 
atthe end of the Hird year, and fo the reft. 1 

Bur becaule the Queftion is only of the 20th, year without knowing 

the reft,we may multiply the former yearly Difference 3242376 


(Qe, eens Se 


and Tables of Logarithms; = 179 


Again, the fame yearly Difference added to the Logarithm of che third 


| By 20: {othe Difference of 20 years ~ 66847520 | 


_ Added to the Logarithm of the firftt Number 100,viz. 200000000 
___ Gives the Logarithm of 466 °2* 266847520 
thacis 466/. 1s, 114. fere, theSum that 100 would grow unto by the 
end of 20 years atthe rate propofed, - 

. Inlike manner af che two firft Numbers given were 108 and 100: 
Suppofe 208 decreafing to the 109) and fo yearly in continual proportion 
“and thar it were required to find what 10@ would decreafe unto by the 
end of 20 years: Or (which is all one) {appofe 100 to be due 20 years 
hencey and thar it were required to find the worth chereof in ready mo- 


ney according to the former rate. 


The Logarithm of the fift Number 108 is 2.03342376 
The Logarichm of the fecond 100 2 00Qe0000 
The Differences for the year decreafing 3342376 
— Taken from the Logarithm of 100 leaves 1.96657624 


‘the Logarithm of 92 4° for the third Proportional, and fuch is the 
“prefent worch of 100/. dueat che years end. 
* The fame difference fubcracted once more leaves 1.93315248 
The Logarithm of 85 24 for che fourth Proportional, and the pre- 
‘fent worth of 100 /, dueat the end of two years. 
The fame Difference mulciplied by 20 makes 66847520 
And {abtracted from che Logarithm of 100, leaves 1.33152480 
“the Logarithm of 21 4548 chacis 211. 9s, a4, and fuch is the prefenc 


LEZ worth 


ms) Pet a in Soe a KC aN wetee UR a AH ay e 


i The general Ufe of the Canon : : 
worth of 100 7, duear theend of 20 years; So that this ‘prefent worth. 
being taken forth of the too /, principal debr,there remains 78/. Lost Id, 
for the prefent worth of che continued gain that may be made either of 


theloan of r00/, orof 8/, Annuity after 20 years according to the for- | 
mer rate, : 3 


Ifa Leafe. of 100/, by the year, or fach other yearly Penfion were. 
tocontinue for 20 years and that it were required to find the worth 
the worth thereof in ready money. This might be found upon the fame 
ground of continual proportion, and that feveral ways. + 

| | 

1. Tcappeareth before, that roo/. dueat the years end is worth bye 
92 *°2in ready money : If itbe due at the end of two years, the pres’ 
fent worth is 85/, 222: then adding thefe two together, we haye 


1781], 224 for the prefent worth of 100/, Annuity for two years, and 
fo forward. ; ! 


2. It appeareth before that the prefent worth of 8 /. Annuity for 20 
years is 78). §452: and then it follows by proportion, | | 


| 

As an Annuity of | $1. 0000 0.90 308099 
/s tothe worth thereof 78.5452 1689511953 
2901 

Se an Annuity of 10©.0006 2,00000000 
Unto the worth thereof 981.8147 299203954 


: 
3+ As the yearly Loan of r00/, includes an Annuity of 8/. So there 
is 2 Sum equivalent to 100 /. Annuit 


his Sum equivalent may be diminifhed according to the Number | 
of yearsas before: to che Com plement of the Sum diminithed to the Sum | 


| 
, 
| 


- 
1 


. ° 
equivalent fhall be che prefent worth of the Annuity,. | 
As the yearly gain of § 0.90308999 

To the Loan of 100 -  \2,00000000 | 

Soan Annnity of | Kole 2,.0000000@ 

To the Sum equivalent 1250 3.09691001 | 


Then | 


Fs | 


B and Tables of Logarithms. to 
| Then for diminithing of this Sum equivalent, we may multiply the © 
— 3342376 


_- By 205’ fo the Difference for 20 years 66847 520 
Taken from the Logarithm of 1250 309691001 
There remains the Logarithm of 268.1853 ~ 2.42843481 


Whofe Complement to £250 is 981.8147, thacis 9811. 164.3 d, 9b. 
and fuch is the prefent worth of too /, Annuity for 20 years, at the 


arate of 8 inthe 100 per annnw. bis 7 | 
_ The like reafon holdeth for any other rate and time propoled. 


ye PROP. IX. 


i 


. Having two extreme Numbers gives, to find a mean Prepor- 
tional between them. ae 

OA Dd the Logarithms of the two extreme Numbers: the one halt > 

\¢ of the Sum {hall be the Logarithm of the mean Proportional. 


Asif the two extreme Numbers given were 8 and 33. 


The Logarithmof 8 is 0.90308999 

The Logarithm of 32. | 1.50514998 

\ The Sum of both Logarithms 240823997 
1.20411998 


The Logarithms of 16: and {uch is the mean Proportional here re- 


i 
, t 


: The half of this Sum 1s . 
| quired, 
F PROP, X. 


Having two extreme Nambers given, to find two mean Pro- 
_- portionals between them. 


‘ ie 
EN the ordinary way of Arithmetick we commonly multiply the-great- 
|B ex Extreme by the Square of the leffer, fo the Cubique Root of the 


| 
| ProduG (hall be theleffer mean: then multiplying the lefler Mean into 


_ the greater Extreme, the Square Root of the Product fhall be the greater 

| Mean Proportional: Or having tound the lefler Mean, we may find the 

other Mean by continual Proportion. — | 

| Accordingly we may add the Logarithm of the greater Extreme, to 

| double the Logarithm of theleffer, fo the chird part of theSum (hall be 

| ¥ the 


} 


LEE2 


: 4 ys AS eo SHEA) ee " ‘ 


180 The general Ufe of the Canon ‘ 
the Logarithm of the lefler Mean. Then adding chis Logarichm of | 
the leffer Mean, to the Logarcehm of the greaccr Extreme, the one half 
of the Sum-thall be che Logarichm of the greacer Mean Proportional,. 


Asif che two extreme Numbers given were Sand 27. 


Add to the Logarithm of 8, viz, 0.90308999 
The fame again | 0.903 08999 
And the Logarichm of 29 1.43754374. 
The Sum of thefe will be 3-2375§4374, 
The third part of this Sum is 1107918125. 
the Logarithm of 42 the lefler Mean Proportional, } 
Add to this Logarithm of the lefler Mean 1,07918123 
The Logarithm of the gr eater Extreme 1.431 36736 


The Sum of both Logarichm will be 2.§1054501 

And the half of this Sum is 2.1 5527250 
The Logarithm of 18, the greater of the two Mean Proportionals here 
required. | 


Or according to the fecond manner of Operation in the Rule of Three, 
(which is the work that I always follow in the line of Numbers) we 
may take the Difference between the Logarithms of the two extreme | 
Numbers, and divide this Difference into three equal parts, fo the Sym. 
_ of the Logarithm of the leffer Extreme and 3 part, fhall be the Loga= 
rithm of the leffer Mean: the Sum of this Logarithm of the lefler 


Mean and the fame 4 part, fhall be che Logarichm of the Greater Mean. 
Proportional, , | 


So the Logarithm of 8 being 


©.9030900: 
The Logarithm of 27 


164313637 
$2827 37 | 
1760912 

1.0791812 — 


The Difference between them 
The third part of this Difference 
Added to the Logarithm of 8 gives 
the Logarithm of 12 the lefler Mean, 
The fame added to the Logarithm of 12, gives. 


| 2552925 
che Logarithm of 18 the Greater Mean Proportional. 


Unt 


And | 


NB 9 se oi 


and Tables of Logarithms. — 181 
And by the fame reafon, if it were required to find three Mean Pro- 
portionals, we might divide che former Differemce into four equal parts 


and fo forward. 
Asif ic were required to find che firft of eleven Mean Proportionals 


between rooand 108, Or(whichisall one) fuppofing too/, increafing 


_incontinual Proportion, foas thae by the end of £2 months it: came to 


roi. and thar ic were required to find what this t00/, did. grow 
unto by the end of che firt Monch. 


The Logarithm of the firft Extreme 100 is 3,0000000 
The Logarichm of the fecond 108. 2.0334237 
The yearly Difference between them | 334237 
The 12, pare or monthly Difference 27853 
Added to the Logarithm of _1€0 gives 3.0027053 


The Logarithm of 100.6434@301 the firft of the eleven Mean Propor- 
tionals: and the growth required. | 


Then having thefe two, roo and 100.64340301, together wich 
108, thelaft of twelve, the other Intermediate may be found by con: 
tinual Proportion as before. Ds 


This Explication of my tem former Propofitions: may. ferve fon he 
frugal Ule of the Table of Logarithms. Thofe which require more may 
have recourfeto that Treatife which is mentioned before in the Front of 


the Table... 


182 Pee, ee general U[e of the Canon 


CHAP. Il. 


Concerning the Ufe of the Lines of Sines and Tangents in the 


 refolving of Spherical Triangles. 


fhewed in general, in the feventh and eighth Chapters of the 
firft Book of the (70/?-ftaff, how they might ferve for the Re= 
folution of all Spherical Triangles. More particularly in thé Ulfe of my 
Seftor, Chap. §. reduced thac which is commonly required ina Sphe- 
rical Triangle into 28 Cafes. And for thefe they may be all refolved by 


CO test the Ufe of the Lines of Sines and Tangests I have ) 


ty Tables of Artificial Sines and Tangents without the help of Secants or 


verfed Sines. 

Thismanner of the work will be always fuchas in the ordinary Rule 
of Three, For, here we have three Numbers given, whereby to find a 
fourth Proportional, And therefore either we may add the Logarithms 
of the fecond andthird, and fubtra& the Logarithm of che firft : | 

Or we may take the Difference between the Logarithms of the firft 
and fecond, and apply that Difference to the Logarithm of the third. 


The firft of thefe ways is beft for the refolution of right angled Tri- 


angles where the Radius, viz. 16000000 is one of the three Num- 


bers given, but the fecond way by Differences is more convenient for 
thereft. - * 


The like manner of work may be obferved when we are to confider 


the Sines or Tangents of Degrees, Minutes and Seconds. For the Seconds, _ | 
not expreffed inthe Canon, will be found by the Part Proportional: as I 


will fhew in the Examplesfollowing. 


1. Ifit were required to find the Sine of 51 gr. 32 min. 16 [ec. I 
fhould find, : ; a 


The Sine of $1deg.32™, is 903937452 
The Sine of $ deg. 33 m. 9:8933455§ 
The Tabular Difference between them 1003 


Then the Difference becween 32 wm, and 33 m. being 60 Seconds, the Pro= _ 


portion will hold, 


04s 


1% 
(a 


ee ela ete a ee. me ee * “Rare YY ee ey ay 
‘i >) Ae ae Fy S. pene teary ee ee Geet eas oe ewe ee Sie 


A; 69 Seconds ante | 1003 


So 1 unto ast the part Propertio- ~ 


» ae 
nal to be added unto the Sine 51 deg. 32 min. 
So thall weave 9.8937703, for the Sine of 51 deg. 32 min. V5 fee. 


2, If it were required to find the Degrees, Minutes and Seconds be- 


~ longing to this Tangent 10 ©999782 

I thould find by the Canon that this is fomewhat more then the Tan- 

| gent of 51 deg. 32 min. | —-:10.09991 34 
. Lefsthan the Tangent of 52 deg. 33 min. 10,1001 728 
The tabular Difference between thefe is 2594 

648: 


And the proper Difference is | 
between the leffer of thele Tangents, and the Tangent given: there- 


fore, 
As 2594 unto 60 Seconds. 
So 648 unto + R504 And fo, I find 


4 
this to be the Tangent of 51 deg. 32min. 15 fee. 


3. If ic were required to find the Sine belonging to this Tangent 
70.09997982, I thould find the Ark to be fomewhat more than $127. 
31 min. and the Sine correfpondent fomewhat more than 9.893745 2 
then taking out che Differences as before, I find, that | 

As the tabular Difference of Tangent 2§94 3,4139700 

648 


Is to the preper Difference 2.8119750 
6023950 

So the tabular Diffircnce of Sines 1003 . | 3.0013009 

To the Part proportional 25 E 2.3989059 

| This Pare proportional added unto the former Sine: 9:8937452 


gives 98937703 for the Sine required. . 


Thefe Premiffesconfidered, Icome to the 28 Cafes before-mentioned, 


wherein I fer down a Canon and an Example for each Cafe, and thefe 


for the moft part the fame which Tufed before. | 
Thofe which have no further ufe but of Degrees and Minutes, may 


“take thar Sine or Tangent which they find to be next in the Canon, and 


neglect che Seconds. | : 
| In, 


and Tables of Logavithenss Hiie, —. 382 | 


184 iG: The general Vie of the Canon 
Taa RECTANGLE TRIANGLE, 


1. To find a Side by knowing the Bafe and the Angle oppofite 
" to the enguired Side. 

As in the Re&angle Triangle A C B, 
wherein A ftands for the Equinoétial point ; 
A B, an Ark of the Ecliprick reprefenting 
the-Longitude of che Sun in the beginninf 
of 3, BC an Ark of the Declination og 
the Sun from the Equator, and AC an 
- Ark of che Equator reprefenting the Right 
Afcenfion of the Sun in B: Knowing the Fi 
Bafe ABto be 30 gr. and the Angle 
: is C 23 gr. 31 min. 30fec. if it were required to find the Side 


- da om. fee. / 
As the Radius, the Sine of 9° ©0 ©0 10.0€06000 
Is to the Sine of the Bafe 30 08 oO 9.698 9700 
So the Sine of the oppofite Angle 23 31 30 9.6011 352 


Tothe Sine of the Sidereguired 1 30 43 19.3001052 
And fo writing the Sine 9.60010§2 in-a Paper by itfelf and hold- 
ing to the Sine of the Bafe inthe Canon 1 gr. 2.3. 4.5. and fo for- 
ward, it would be no long work co write the Sum in a Column by ir- 
felf, and fo find the Declination for each Degree and Minute ef che 
Ecliptick. ‘ 
. 2, To find a Side by knowing the Bafe and the other Side. 


Asin the Rectangle ACB having AB 30 gr. andBC 11 gr. 30 ms, 
43 fec. to find the Side AC. | 


As the Cofine of the Side given It 30 43 99911740 
Isto the Radius | 90 ©0O ‘00 10,000C000 

So the Cofine of the Bafe 30 ©0 oO 9.9375 306 
Te the Cofine of the Side required 27 §3 «43 “ 2. 946 3566 


3+ To 


; aah eae 
ores 


gna Tables of Logarithms, . | 185 


3. To find a Side by kuoving she too Oblique Angles 


Asin the ReGangle A C B having CAB for the firft Angle . gr. 
31 min. 30fec. and ABC for the fecond 69 gr. 20 m, 3§ fec. to find 
the fide AC. 


| As the Sine of thenext Angle = 23-3 30 9.601352 
Is to the Radius 90 00 CO 10,cO0KCeCee 


So the Cofine of the oppofite Angle 69 20 35 9.5474918 - 


To the Cofine of the Side required 27. «$3. «43 9.9463566 
| 4 4. To find the Bafe by kwowing both the Sides. 


| As inthe Rectangle ACB, having A C 27 gr. $3 8. 43 fec. and 
BC, 11gr. 30m. 43 fee. to find the Bafe A B. 


 Asthe Radius 90 ©® CO 10,00900@e0- 
| ae 

a To the Cofine of the one Side 27 53 43 9.94635695 
| $o the Cofine of the ether Side The 39 43. 9 99T1640 
i; To the Cofine of the Bafe 30 0@ CO 9.9375306 


/ 5. To find the Bafe by knowing one Side and the Angle 

~ oppofite to that Side. ; 
As if-in the former Triangle AC B we draw BD and Ark of the 
“Horizon for the Latitude of s1gr. 30 sin. reputing the Ampliude of 
ethe Suns Rifing from the Eaft, we fhall have two Triangles more, one 
Rectangle BC D, the other Obliquadranglei A BD, and fo in the 
“Restangle DC B, having BC 11 gr. 30m. 43 fece and BDC 38 gr. 


Zomin, ifit were required to find the BaleD B. - 

As the Sine of the Angle 38. 30 90 9.7941495 © 
| | To the Sine of the Side 11.430: 43 9.3601052 _ 
_ Soss the Radius ee go 00 00 10,0000000 
To the Sine of the Bafe . 18 4t. 56 945059556 
. Aaaa 6. To 


| 3 


} - 
> 


| PATE REE. <a Rea - eee ee) at 6 cht ee bay ee 2s 4 ers. tee 
1S is SE ioe: , hg Td Pes Ed ae Ee TIE sok Uh 

We ae ct FA er eee, 

* ' Pe. < 0 a 4 


fits 


186 | 
6. To find an Angle by knowing the other. OS ligne Angle, and the , 


As in the Re@angle AC B, having BAC 23 9. 31 min. 


and AC 27 gr. 53 min. 43 fec. to find the Angle ABC.. 


As the 


att pedi ia. UR Ea eB Ss Ad fails oat aide Bomar ality | ik ae ae re 2 
vue are eh) edie GIS) hoe i teak My Te Oe asi seta aN pacer IN 
. ste) ‘ Piette tai ilies it 


Nips 


The gentral Ufe of the Canon — 


. SALA bia 
op aa ; 
as +o WV oe ‘ 


Side oppofite to the Angle required. 


Radius 90 


To the Sine of the Angle Liven 33 


Sothe Coftne of the Side 27 


To the Cofine of the Angle required 69 


ule. ne an Angle by knowing the other Obligue Angle, and the 
Side opposite to the Angle given. 


As inthe Re@tangle A C B, having BA C 23 er. 31 min 
and BC 11deg. 30 min. 43/ec. tofind the Angle A BC, 


As the Cofine of the Side Pal 


ME , 
' Tothe Cofine of the Angle given 23 
Sos the Radiv 92 oO 


Tothe Sine of the Angle required 


8. To find an eAngle by knowing the Bafe, and the Side 
oppofite to the Angle required, 


As in the Re@angle BC Dy, having BD 18 gr, 41 
BC i1¢r. 30 min. 43 fee. 


es the Sine of the Bafé 


fs to the Radius . 
So.the Sine of the sppofite Side I 


To the Sine of the Angle 
Thefe eight Propofitions have been wrougl 


following 


require yoyne help of Tangents, 


69.20. 35°. 9.97174 


to find the Angle BDC, | 
18 41 56. 9g 5050000 


90 ©0 00 10.0000C00 


38 30 00 9:7941495_ 


30 fee. 
oOo 0O 10 000C090 | 
Hi ie Ps, | 9.6011352_ 
53 43 9.946 3566 


20 35 “19.5474918m 


+ 30 fees 
t 30 43 9.911740 
33% 30 — 9.9623153 

CO. 10.0000000 


: - 


m. 56 fec, ands 


ey, 


I 39 43. 93001052.) 


ae, 


it by Sines alone 3 the eight | 


. To 


¥ ray nt) f es rae! h ¢) etree Res 

wae Uta ci Mian Aa A eb OCR a AS Sie aR ee ae a 
r eee o! SWAT Fae Tes eS MM KR AE aks 

ve i 4 d a 
Mu 5 ; ae a : er +" she Ne hz 
4 yd Tables of Logarithms. — 
ss I P. i ¥ . oh st KE o 

ana Tables of. gare WINS 


rad: adi ite to the Side neidibiy 


‘2B AC 23,gr. 31 min Boi/ees to find the Side BC. 


a As the Radius Caer 90 00 ©O 
ie To the Sine of the Side given 29-53" 43 
% So the Tangent of the oppofh ite Angle 23 3% 30 


To she Tangent of the Side reqnired UY 39 43 


next the Side reqwired. - 


BD C elas. 39 min. CO And DG, 
At he Tangent of the Argl e 38 30 00 


j To the Tangent of the Sidegiven 11 30 47 
$0 the Radius 90 oo 00 


To the Sine of the Side required 14 50 It 


ae - the Side required. 
af 
rf 3 Zgr. 31m, 

AS the Radivs 


 Tothe Cofine of rhe Angle | 23 31 «30 
- Sothe Tangent of the Bafe ge Weanoo 


30 fee. to find the Side A C. 


To the Tangent i the Side. hana 27 53 43 


AAA 2 


. ss % To fd A Side, by knowing the other Side, ie the 


g0. 00 '60 


o -As in the Reratot ACB, having A C 27 gr. 5 3 vishes 43 fe and 


10.0000066 » 


9.6901 I12 | 


-9.6388199 


ee ey 


19,308.93 


10. To find a Side by, knowing the ihe Side, and the Angle 


> Asin the Rectangle BC D, vivine BC r1igr. 30min. 43 fers ose 


9 obceug? 
93089311 
T0,.0000000 


9.408359 


TI, T he a ‘Side by knowing the Bafe and the eAagle next 


Rs ‘athe ReGtangle ACB, having A B 30 gr. 00 min. and B AC 


10,0009000_ 


9 9623153 
97914393 
19 7237546 
32, T0 


7 


5 a Se a ce 


A al The general Vest the Camm i: 


12. To find the Bafe by) knowing both the Ob igu sae 


_ Asin the Reétangle ACB, having B AC 23. £¢. 31 min, 50fen 4 
ABC 69 gr. 20m, 35 fee. co find the Bale AB. | 


eds the Tangent of the one Angle 23 3K 30 9.6388 19g) 4 

c To the Cotangent of the other ‘ 69 20 35 9.5763 sos. | 

So the Radins ’- 9° ©0O 60 ae 
To the Cofine of the Bafe 30 00 ‘eTo) 9. 9375306 


13. To find the Bafe by knowing one of the Sides ad the 
eingle next that Side. 


PAs i in the Re&tanole AC B, having AC 27 ars 


5 : min. 43 fee. ahd it | 
B AC 23 £7+ 31 min, 30 fee. to find the Bate AB | 


As the ¢ ofsne of the Angle 23, 31 30 9.962318 4 

. 1s te the Radius 990 ©6060 66 10 Cec00ca 
So the Tangent of the Side 27 +5343 9.72375 47 
70 the Tangent of the Bafe 30 00 eo 9.76 14394. 


4. 70 find an Angle by knowing both the Sides. 


Asin the Re&tangle A C B, having AC 27 or. 


3 min. 43 fee, and 
’ BC u1g¢r. 30 min, 43 fee. to find the Angle A B C, | 


ets the Sine of the next Side II 30 43 9.300052 ": | 

Is to the Radius © ©0 0©O 46, ©CO0C00 | oh 
Sethe TangenPof the oppofite Side 277-53 439.92 37547 

; : a ] 

Lothe Tangent of the Angle 69 20 35 10,41 3649 5 | 

15, To ‘j | 


| 


\ 
an 


‘Cries 2h Gack” b PDT Vane ele "ote a 4 all we 
bee Ss Y Creegee Les hie Les | ae a Pa OTA Fag |S ete ye PS »’ 7 

fk Dh eA = fae awe ah hart Puy " Mi 3, vane y P 
7 y) il > 


15, To find an Angle by knowing the Bafe, and the Side next 
: the eAzgle required. 


Sand Tables of Logarithms, 189 


| ee 
Asin the ReGtanele BCD, having BD 18 gr. 41 m, 56. /eee and 


BC u1gr. 30m. 43 foc. tofind the Avgle B DC. 


As tke Tangent of the Bafe 18° qi 56 9.295063. 
_ Tothe Tangent of the Side IE 30 43 9.3089311 
So 1s the Radius eat 90 ©8 09 10,0000000' 


To the Cofine of the Angle 53 00 46 = 9.7794248 
16, Tofind an Angle by knowing the Bafe and she other Oblique Angle. 


_Asin the ReGtangle A C B, having the Bafe A B 304r. and BAC 


> 23¢r. 31m. 30/fec. to find the Angle BAC. | 
As the-Cofine of the Bafe — 30 00 00 9.9370000. 


Is to the Radius g2 90 ©O ~~ 19.0000000 
So the Cotangent of BF wngle given 23 3% 30 103601801 

a @ the Tangent of the Angle required 69. 20: 35 = 10.42 36495 

Thefe 16 Cafes are all that can fall our in a Rectangle Triangle. Thole. 
which follow do hold in any Spherical Triangle whatfoever. 


Inany SPHERICAL TRIANGLE whatfoever. 


17. To find a Side oppofite t0 an Angle given, by knowing one Side and two 


Angles, the one oppofite tothe Side given, the other tothe Sid: required. 
Asin the Triangle ABD, having AB jogr. BD C 38 gr. 30 m 


 andBA D 23¢r. 31m. 30 fee. tofind the Side BD, whieh here re- 


prefenteth the Amplitude. 


t 


 Asthe Sine of the next Angle 38 30 00 9.7941495- 
Tothe Sine of vs oppofite Side 30 00 00- 9.6989700 

| : “ee 9ST TOS: 
Sothe Sine of the oppsjite Angle 22h. FL» 30, 9.601135 


Fo the Sine of the Side require 4B 41 «56 9: 5052 05% 
hie” «ge ‘ 


ER se 4 The general Vfe of the Canon, tah) 
"Or changing the Site of che two middle Terms. . = ie 


et Complement of the Laticude, P $ the Com- 


ZS 40gr. to findthe Angle Z PS, fubtending the Bafe ZS, 


NS DF Gi dN ab ia wih coy 
aire at 


As the Sine of the next Angle 39 30° ‘06: ; 9:7 941495 bE 
Yo the Sine of the oppofite Angle 23 ae ae 9.6011353 
ny pie ie a : be 1930 143 7 A es 
Sothe Sine of the Side given 30° 00. 00 9.608 oTeE S989700 Ml 


To the Sine of the Side required 18 41 56 965059557 a 
And fo writing this Difference 1930143 ina Paper by icfelf, and 
holding it co che Sine of che Sidein che Canon I gr. 2,354, §, and {o im 
forward, ic would be no long work to fubtraét, and write the Remain- y 
der ina Column by icfelf, and fo find the Amplitude for cach Degree 
aud Minute of the Ecliptick. aa | ... 
Or inftead of {ubtracting this Difference, we might firft take the fame ba 
out of the Radius, and then add the Complement as I fhewed before, in @ 
the general explication of the Rule of Three. a 


18. To find an Angle oppofite to a Side given, by knowing one Aagle and two % ; 
Sides, the one oppoftte to the Angle given, the other to the Anglerequired, 


As in the Triangle ZPS reprefenting the i Zz 
Zenith, Pole, and Sun: where Z P is the ‘, 


plement of the Declination, ZS the Com- 
plement of the Sans Alticude, P ZS the 
Azimath, Z PS thehour cf the day from 
the Meridian, and PS Z the Angle of the - 
Suns Pofition in regard of the Pole and Ze« 5 
nith; having PZS, 13097. 3 mis. 11 [ee 

PS 7ogr. and ZS 40 gr. to find the Angle ZPS, 


As the Sine of the next Side 70 60 ©0 9.97298 8 i | 
Ts to the Sine of hes oppofite Angle 130 03 1. 988590 a 
ee , 890705 
So the Sine of the oppofite Side 49 00 00 69. 808067<. | 
To the Sine of the Angle required ~ 3K 34 26 : See i 
e 4 | 

‘eo 


19. To find an Angle by knowing the three Sides. 


-, 4 
As in the Triangle ZP S, having ZP 38 er. 30min. PS 


. 
7Ogreand 
i 4 


| eta and Tables of Logarithms. == 19K poe: 
As the Reftang'e conteined under the Sines of the Sides, #5 to the Sqnare 
of the Radius: ; ae | “ 
|” So the ReLangle conteined ander the Sines cf the Half-Sum of the three 
» Sides, and the Difference between this Half Sum and the Bafey — ~ 
—- Tothe Square cf the Cofine of half the Ankle required. 
The Bafe fubtended is 40 gr. OO me. 
2. The two Sides including the Angle i ie 
The Sum of the three Sides M148 Le 30% 
The Half-Sum of thefe three at te iy 
The Difference between this and the Bafe S44 hee a 
| Here for the Square of Radius we take 20,0000000, to this weadd 
9 9833805 the Sine of 34 gr. 15 min, and 9.753579 che Sine of 34 gre 
15 min. which make 39.7337384. : 
| "Then for che Re€tanele of che Sides, we add 9.7941495 the Sine of 
 38.gr. 30 win. and 9,9729858, the Sine of 70 gr. which make. 
— 19.7671353. This we take out of 39 7337384 and there remains for 
the Logarichm of the Square 19.9666031, the half thereof 9.9833015 | 
~ we find ro be the Cofine of 15 gr. 47 min. 13 fee. And fo the whole 
| Angle required is 31.g7. 34 min. 26 fec. : 
| Or for fuch Numbers as areto-be fubtra@ted, .we may take them out 
» of the Radius, and write down their Complements, and then add them 
~ together wich the reft, the manner of the work in either way willbe fuch. 
| as followeth... 
40 gr. OO m3, 
38° 30 9.79414.9§ 2058505" 
70. 00. 9.9729858 _ 270142 
| ek 30 19 7671353 : 
pat» ne 9 9831805 9:98 33805. 
34: 3S. 9: 7§93989 | 97593579 
| 20,0000000" 
iP 39.7337384 | | 
iy 19.9666031 Lhe {Bho fee 19.9666031 
9.9833015 1G. 4B 33 9.9333015 » 
31 34 26 . 
Tn 


= i> te ee, ee) es Pw ODS Bares ons tron t, Be Se” 9! ‘ ae 
ia acelin er a ale ue is Maan re Sacco seh E Ws ia aie: ih ibys DS oo Sie 
’ : aes Pie ne F 5 ae Si ines at i 


hays 


igz(. The general Ufe of the Cann = 


Inthe like maaner we may find che Angle PZS tobe 13 ofr. 3m. 


An fes. and che Angle ZSP 30gr. 28 m. 11 fee, -- 
Naga Ty find a Side by knowing tbe three Angles. 


If for either of che Anglesnext the Side required, we take the Com- _ 


plement to 180 gr. thefe Angles willbe turned into Sides, and the Sides - 
into Angles. Then may the work be the fame as in che former Propofition. ~— 


_ Asin the Triangle Z PS, knowing the AneleZ PStobe 3 gr. 34m, 
26 fec. PZS 130gr. 3m. 11 fec. and ZSP 30 gr 28m, 11 fec. if 
it were required to find the Side Z S$ oppofite to the Angle Z P Ss, 1 


would take 130 gr. 3m. 11 fee. out of 180gr. the Remainder will 
be 49 . 56 “ 49, : , 
Then, asif I had a Triangle of three known Sides, one of 31 &r. 34m. 


26fec. another of 30 gr. 28 m. 11 fec. and the third of 49 gr. 56 my, dt 
49 fec. Iwould {eek the Angle oppofite to the firft of thefe Sides bythe 


laft Propofition. | - | 
So che Angle which is thus found would be the Side which is here re- | 
quired, | | | ao | 
Thushere the Angle oppofircis 31 34 26 
The leffer of the next Angles _ 30 28 or 9.7050799 ] | 
The Complement of the other 49 56 40 9.8839153 
The Sum of thefe three Ii 59 26 : 4 
~The Half Sum ; 55 59 43. 99185490 
The Diff. from theopp, Angle 25 25 17 9.6164170 
The Sum of double the Radius and 20.0000800 
The Sines of Half Sum and Difference is | ‘39.5349660_ 4 
Take hence the Sines of the next Angles 195889943 
There remains for che Square | ‘19.9459717- | 
. The half whereof is sieves 58 | 


the Cofine of 20 gr. 00 ms. and {o the Side required, 4Ogr. 00 m. 


The other Sides may be found in the fame fort; but when we know 
-eicher three Sides and one Angle, or three Angles and one Side, thereft .| 


may be found more readily by the 37 or 18 -Propofition. 


2t, To 


. ana Tables of Logarithoss. ? AOI? 


21, To find a Side by having rhe other two Sides and the 
Angle comprehended. | 


‘ 


—— 


_ the oblique-angle Triangles given, into two Re&angles. 


Ps 


| Asin the Triangle Z PS, having Z P 38 gr. 30 ™. PS 70 gr.00 m. 

and ZPS 31gr. 34m. 26 fec. to find the Side ZS. | 

~ In that we have ZP and ZP S$, we may fuppofe a Perpendicular 
~ ZR to be let down from the Angle at Z upon the greater Side P S: 


_. Triangle ; if more than gogr. it will fall without the Triangle, upon 
_. the Side produced, and divide the Triangle given into two Rectangles 
ie Z RS andZ RP. Wherein | 


r, We may find the quantity of this Perpendicular by the firft Pro- 


& pofition of Spherical Triangles- 
| 2, Wemay find the Side P R either by che fecond or tenth, or ra- 


ther by the eleventh Propofition : w 


wa) 


Io RS. oo 
3. Having ZR and RS, we may Gnd the Bafe ZS, by the fourth 


_. Propofition, as I thew in the ufe of the Sector. 


i 
| 


| But here for variety Iwill thew how the fame may be done at two 
_ Operations, both in this and the reft of the Cafes following, witheut 


) Knowing che quantity of the Perpendicular. 


This and the Proportion following are beft refolved by reducing 


So if Z PS the Angle given be lefs chan gogr. it will fall within the | 


hich Side PR will give the Side- 


. ae Bbbb | As 


a fy? a Ve oy 
La EON RTN SEN eee iden Thad ih ga) Se ert > pC ED a 
a yi Tera wy , Y ree lava At! ase py Sot ES Buse i: sara) Me Eeae sa as does 

. a n 


0194) The general Ufe of the Canon 6, 
(1s Asthe Radinn or Sine of ZRP 99 08 09 10 cPCCeC0 
. ; ; * ee Cee 
To the Cofine of the Angle ZPR. 33 34 26 9:9394233 
So the Tangent of the Side ZP 38 30 oo 909006052 


To the Tangent of the Ark PR 34 - oF cae) 19,83 see | | 


2. Asthe Cofine of PR On 67.5 50 99179342 | 

To the Cofine of Zip 38 3@ Co 9-893 5443 

his: or | / : 243899 
To the Cofine of ZS 


42 ©0 oo 9.8842 539 


22. To find a Side by knowing the other two Sides and one | 
“ingle next the Side required, | 


Asin the Triangle ZPS, having ZP, 38 gr. 30m, hae ZS 40 gr. 
60m. and ZPS, 31 gr. 34m. 26 (ec. to find the Side PS, f 
¥, Find the Ark PRb 


y the eleventh Propofition as before. 
2. Asthe Caofne of P 


38 30 00 = _9.893sa4y 

To the Cofine of PR 34 97: 39 _9.9179342 
ee ne 

: 243899 

So the Cofine of ZS - 42 ©0 00 9.884 2539 
Lothe Cofine of SR A 


3$ 52 30 © 99086438 


123,98. 7% find a Side by knowing one Side asa the 
wext the fecond Side, 


As in the Triangle Z PS, having ZP 38 er. 30m. ZPS 31 gr. | 
34m, 26 fec, andZ§P 39 gr. 28m. 1 I fec, to find the Side PS. | 


1. Find the Ark PR as before, 
2. Ms the Tangent of ZSP 


two Angles 


f 30 28 qr 97696336 
othe Tangent of ZRS 3 34 26 = -9.7885746 | 

pal 189510 

So she Sine of PR 34 07 30 9.7489617 
To the Sine of SR 33 $2 30 9.76798 +4 


24. To 


Cae Nee “OMPS e Le a Ns os ee dee ce Oe Pe ea r ee *. _< 
ere WS feet hi a WYP ats a ROPE. PLAN ny nly $ ~) Passe oe . YAS Dee A ae 
a a | aan bans ; z A iy = 


. 
ie 


a if and Tables of Logarithms. eae 19¢ 


a4. To find a Side by knowing two Angles and the Side 
|e : inclofed by them. — eae 
_Asinthe Triangle ZP S, having Z P 38 gr. 30m. ZPS 34 gre 34m: 


26 fec. and PZS 130gr. 3m, Ut fee. to find che Side Z S. 


LAs the Cofine of - PZ 38 30 08 9.8935443 
| Is tothe Radius - : 99 ©O 00 10.000C000_ 
\ So the Cotangent of LPS 31 34 26 1O.21142§ 3 
i | eee 
| To the Tangent of .PZR 64 18 50 10.3178810 
a As the Cofine of . SZR 65 44 22 9.6137228 
To the Cofine of PZR 64 118 50 9.636935 
= 232083 
‘So the Tangent of PZ 38 30 SO 9.900605 2 
| Torhe Tangent of ZS “Fe AOm OO. GO 9-9238135 
| 25. To find an Angle by knowing the other two Angles 

and the Side inclofed by them. 

As in the Triangle ZPS having ZP 38gr. 30m ZP § 30 gre 
34m. 26fec, and PZ $130 gr. 3m. IL fec. C0 find the Angle ZS P. 
1, Find the Angle PZR by the fixteenth Propofition as before. 

(a, As the Sine of PZR 64 18 50 9.9543122 
| To the Sine of SZR 65 44 21  9-9593453 
| * 5O33E 
| So the Cofine of ZPS 32.34 26909304223 
To the Cofine of EP zo 28 It 9.9354554 


hs 26. To find an Angle by knowing the other two Angles and 
| one Side next the Angle required, 


oo - 
i 


) UASin the Triangle Z PS, having Z P 38 er. 30m, ZPS3t gr. 34 
26 fec; and ZS P 30gr. 38m trfee. tofind the Angle PZS. 
| ot Bbbb 2 t, Find. 


ee te! 
i ae cae 
Pe ee ee SnD BS = 


TAN DUEL Me OEE gt erate read) GRAS CM Ee SR Ee a 
Z ae y bint - Wh OAT mb ae \ 
‘ od wa v- 


196) | The general Ufe of the Canom — 
4. Find the AngleP ZR asbefore. 
2. As the Cofine LPS). 3% 34 26 99304223 ue 
To the Cofneof ZSP 3D 2B at 99354554 
eat § ) 50338 e 
So the Sine of PZR 64 18 0 9.9548122 : 
To the Sine of - TSI AR 


1 64 44 21 9.959845 


Gal 
2. 


27. To find an Angle by knowing two Sides and the 
= taesivan Angles contained by them, ~ 


As in the Triangle Z P S, having LP 38¢r.. 30m, PS7o¢r, and | 
ZPS 31 gr. 34m. 26/fcc..t0 find the Angle ZS P, He | 


4h 


T, Find the Ark PR as before. 
24 As the Sine of SR 3h ‘ig2. 30 


i 
| 


9.76791 29 


Tothe Sine of PRo: 34°97 3 967489617 

. | 189510 © 

So the Tangent of ZPS 32 34 26 9.78857 .46 : 
To the Tangent of ZSPR vviZOP 2B 4iuz 9.7696236 


28. 70 find an eAlngle by knowing two nest Sides , and | 
| one of the other gAngles, AC Sr. | 


Asin the Triangle Z PS having Z P 38 Lr. 30m. ZS 
ZPS 31 gr. 34m. 26 fec.to find the AnglePZS. 
1. Find the Angle PZR as before, 


40 gr.. and 


- 2. As the Tangent of Z§ 40 00 OO 9.9233 81 35 
To the Tangent. of ZP 38. 03 oo 9-900605 2 
| =o" "23908 | 
Se the Coffne of PZRs..:64 18459 .»9:6360g0m 
70 the Cofixe of SZR 6544.21. 9,6137228 


Thefe / 


| 


26, and 28. Propofitions may 


\f 


= 


See ae and Tables of Logarithms, = = 97 
 Thefe 28 Cafes are thofe which I {et down in the ule of the Sector,” 
and all chat are commonly required in a Spherical Triangle. I will here 


add twomore, to fhew how chat which is found before by the 22, 23; 


fomecimes be found more eafily, wiz 


29 To find a Sides by knowing the atber two Sides, and 
se their oppafite Angles. 


As inthe Triangle ZP S, having PS 70 gr. and PZ S 130 ¢7. 3 M- 
it fec. together with ZS 40 gr. and Z PS 31 gr. 34%. 26 fee. (0 
find the third Side Z P. ad 


As the Sine of balf the Difference of the Angles given, 
To the Sine of Yalf the Sum of thofe Angles: 

So the Tangent of balf the Difference of the Sides givens , 
To the Tangent of half the Side required. 


30, To find an Angle by knowing the other two Angles, . 
and their oppofite Sides. 

Asia the Triangle Z P.S, having the former parts PS, P ZS, LS», 

and ZP 5, to knd the chird Angle ZS P. | Ra 


As. the Sine of half the Difference of the Sides given, 
To the Sine of half the Sum of thofe Sides : | 
Sathe Tangent of half the Difference of the Angles given,.. 
To the Cotangent of half the Angle required, 


198 rhe general Ufe of the Canon 


CHAP. Ill. 


Concerning the joynt Ufe of the Linas of Numbers, Sines 
ana Tangents. | 


Oncerning the joynt Wife of the Lines of Numbers, Sines and 
Fangénts, I thewed how they might ferve for the Refolution 
G of Right-lined Triangles, whereof I fec down five Propofitions 
in the ninech-Chapter of the firft Book of the Crof-faff, And thefe 
alfo may be applied co the Table and Canon of Logarithms, ~ . 

The Sides of thefe Triangles are meafured by abfolute Numbers, 
and fo reprefented by Logarichms. | eae 

The Angles are meafured. by degrees and minutes, and foto befound — 
. by Sines and Tangentsin the Canon. 


PROP. 1. 
Having three eAAngles and one Side, to find the other two Sides. 


ie it be a Rectangle Triangle, wherein one Side about the right Angle 
being known, it were required only to find the other, thismight be 7 
_ readily done by Sinesand Tangénts. As in the Rectangle AI B, know- 

ing the Angle BAT to be 43 ¢r. 20m. and the Side AT tobe 244, if 
it were required to find the other Side A I. | 


J 


“4s the Radius (the Tangent of) 45 gr. OO m. 


10,0000000 
Is tothe Tangent of the Angle 43 30 9. 9749195 | 
So # the Sidegiven —- AI 244. 228 2.3 $9 3898 
To the Side req sired B I 230 202 22,3621093 


But .where both the other Sides are required, itis beft done by Loga- 
rithms and Sines. Asin the fame Reétangle A I B, having the three 
Angles and the Side AJ, to find both BI and AB. 


i 


pu ieys 


‘ag « avd Tables of Logarithus, ; a9 | 
As the Sine of the oppofite Angle ABI 46 40  9,8617575 
Isto the Side given’ Al 244) 900 2.38735 98 


74743675 


I}ie 
| - 


_————— 


| So the Sine of the fecond Angle BAT 43. 20 9.836 477° 


To his oppofite Side Bt 34 APS 2.362109 3 
| And the Sine of the third Angle AIB = 90 ©09 = ~10,0000900 
To hes oppofite Side AB 35.5007 2.5 2563 23 


The like holdech alfo in Oblique-angled Triangles. 

| As inthe Triangle A BD (which I propofed formerly as an example 
for the finding the Diftances) where knowing the Diftance between A 
| and D, tobe 100 paces the Angle B A C to be 43 gr. 20m. the Angle 
_ BDA 123, orthe outward Angle BDC 58 gr. and confequently the 
_ Angle AB D'oppofite to A D the Side given, tobe 140 gr. 40m. 
it was required to find the Diftances A Band DB. | 
As the Sine of the oppofite Angle A BD 14 40. 94034554 


| Is to the Side given AD 100 ~2%2 = 2,0000000 
| La pues 74934554. 
| Sothe Sine of the fecond Angle ADB 53 00 )=—- 9. 9284204 
; To hes oppofite Side | AB Ye ey 52496 50 
And the Sine of thethird Angle DAB 43 26 9.8364770 

| To hes oppofite Side DB 271 *42 3.43 30216 


ly, 
PROP. If. 


| Having two Sides and one Angle oppo/ite to either of thofe Sides, tofind the 

| ather two Angles and the third Side. 

le 

| ee -Sinthe Triangle ABD, having the two Sides A B 335. paces ; 

« fA and AD toopaces, and knowing the Angle ADB which is 

| oppoficeto the Side AB, to be 122 gr. or the outward Angle B DC to 

{be §8gr. if it were required ta find the other two Angles at A and B, 

and che third Side BD, I may firft find an Angle ABD oppofite to 

> the other known Side AD. | i 
: i 


200 The gentral U[e of the Canon “- 
As the oppofite Side = * AB) °335 *** - 2g250448m 
Tothe Sine of the Angle given ADB 58 00 9.9284204 
74033756 

Sot the next Side A AD 100 222 = 2,0000000 \ 


To the Sine of hes oppofite Angle ABD 14 §9%' 9.4033756 


Then knowing thefe two Angles atc D and B, JI take the inward 
Angle ABD 14 gr. 59m. s0/fec. out of the outward Angle BDC 
S8gr. 00m. and {o find the third Angle BAD, tobe 43 gr. 20 mm; 
- rofec. So having three Angles and two Sides I may well find the third. 

Side B D by the former proportion. | 


As the Sine of the firfé Angle ADB 58 00 9.9284204. 


1s to hie oppofite Side AB 335 =** = 245250448 
74933756 

So the Sine of the laf? Angle DAB 43 206 9.836503. 

To his oppofite Side DB 27ts 322 2.4331 299) 


PROP. 


” 


=== 


oe } ba 
| ff “¢ 


~ and Tables of Logarithms. . 20% 


PROP. Ill. | 


Halog two Sides, and ehe Angle between them, to find the ether two 
“a Angles and the third Side. — : 


'E the Angle conteined between the two Sides given bea right Angle, 


the other two Angles will be found readily by Tangents and Loga- 


‘rithms. Asin the Rectangle AIB having the Side Al 244, and the 


Side 1 B, to find the Anglesat A and B. 


As the greater Side Al 244 2. 3873898 
Is to the leffer Side IB 230, 2, 3619278 
So the Radivs, the Tangent of 45 gr. 00 ms. 10. 0006000 
 Tothe Tangent of theleffer Angle 43 18 5 9.9743380 


~ Bucif ic bean oblique Angle tharis conteined between the two Sides 


- given, che Triangle may be reduced into two Rectangle Triangles, and 
_ then refolved as before. 


Asin the Triangle A D B, having the Sides A B 335, AC 100, and 
the Angle B AD 43 20’, to find the Angles at B and D, and thethird 


 SideBD.  Firft, 1 would fuppofe a Perpendicular D H to be let down 
from D, the end of che leffer Side, upon the greater Side AB: fo thall 
-Thavetwo Rectangled Triangles DH A and DHB. And in the Re- 
 Gangle AH D, the Angle at A being 43- 20, the other Angle ADH 
will be 46 40° by Complement, and with thefe Angles and the Side 


AD, I may find both AH and DH by the firft Proportion. Then ta- 
king A Hout of AB, there remains H B for the Side of the Retangle 
DHB, and therefore with this Side H B and the orher DH, I may 


~ find the Angle ac B, by the former pare of thisProporcion. And wich 
this Angle and the Perpendicular D H, I may find che third Side DB, 


by the firft Propofition, . 
Or having two Sides and the Anele between them, we may find the 


other two Angics without letting down any Perpendicular, in this 


omanner. 


As the Sam of the two Sides given, 
Is tothe Difference of thefe Sides: | 
So the Tangent of balf the Sum of the two oppofie Angles, 
Lothe Tangent of half of the tise between thofe Anglese 
Tea So 


— > 


> 


no The general, Ufe of thé Canon | 


ia. ANY ae Oe ee ee, ‘x s 
» ot Che eh sh pA TANTS SRS AL > em Sh mtn cot Wl CIE DS Weak es So tehe 
A CE ae as ae So TP seh athe deg ; 

fae “ fag f 


D ; 
So here having the Side AB 335 
and the other Side aa VAD os an Oi 


The Sum of thefe Sides is 435 
and the difference of thefe Sides 225 
The Angle conteined B A D js 43 20 
The Sum of therwo Oppofite Angles 136 40 
The Half Sum of thefe Angles 68 20 
~ And by Proportion and half difference 53 40 4 
This half Sum and half Difference make 12 204 the 
and the Difference between them 14 ¥9 3 the lefler Angle, 


PROP. Iv. 
Having three Sides, tg find the three Angles, 


; Hi one of the three Sides piven be the Bale (bur rather the greater Side) 
thac the Perpendicular may fall within the Triangle. Then gather — 


che Sum and the Difference of the two Sides,and the Proportion will hold, 
As the Bale of the Triangle, ; | 


To the Sum of the Sides - 
So the Difference of the Sides, 
To the alternate Bafe, 


ee a fee ae te 


vee 


a Perpendicular from the oppofite Angle, it fhall fall upon the middle of 
he Remainder. Asin the Triangle ADB. . - be 


‘ment A H, the Diftance between the Angle at A, and the Perpendicular 


- TrianglesD H Aand DHB, inwhich having two Sides, and the righe 
Angle, we may find the other Angles by the fecond Proportion. 


_ Angles in all right-lined Triangles. 
 . PROD. V. 


Having the Bafe and Perpendicular in a right-lined Triangle, to find the 
| | faperficial Content. Haines is 
q “He Perpendicular may be found by one or other of the former Propo- 
$B ficions, and-that being knowa we may find the fuperficial Content. 


dicular DH 68545. te 
©.3010700 


As the Namber of 2 | 

© To the Perpendicular 63.545 tn acladg MSR OAT IT 
Se | | 1.5349457 
Bo the Bafe- 335 wet 2.5250448 
© To the Content . 11481 a 4.0599905 


| Orif we would find the Contenc without knowing the Perpendicular, 
peanay put two or more Operations into One, “as in the Proportion fol. 


4 


P and Tables of Logarithms. (202. 
| This alternate Bafe being taken forth of chetrue Bafe, if we let down 


| The leffer Side AD 100 
| The other Side es 2) 270 ‘ 
The Bafe of the Triangle AB 335 2.5250448 . 
— TheSum of the Sides 371 2. 5693739 ~ 
: ; ioe 443290 ~ 
The Difference between thefe Sides 171 2.2329961 
And fo the alternate Bafe is 189 74% 262773252 
This taken out of 335 leaves 145, 945 
The half whereof 1s 7 72 812. And fuch is the Seg- 


DH. $Sothat having drawn this Perpendicular, we have two Rectangle — 


Thefe four Propofitions may fuffice for the Refolution of the Sides and 


“Asin the Triangle ADB, having the Bafe AB 335, and the Perpen- 


Cece 2 etna DRG 


FE aA et ee She Ys ee SE bas 3 Ore ; 
‘> a5 : ; 


204 | The general Ufe of the Canm 
Bain : PROP. VI. 


Having two Sides of a right-lined T riangle, and the Angle between 
them, to find the Content. 


Dd the Sine of che Angle, and tae Logarithms of both the Sides, 
A A from the Sum of thefe-fubcract —10-3010300, fothe Remainder 
fhall be the Logarithm of the Contenr, 


Asin the Triangle A DB, having the Sides A B 335, AD foo, 
andthe Angle B A D 43 gr. 20», 


_ TheSine of the Angle 43 gr. 20m. is 9.8364770 
The Logarithm of the Side PaNG Shee 4 aay 265250448 
The Logarithm of the Side AD 100 2,0000000 
The Sum of thefe make 14,3615 218 
From which fubrraé the folemn Logarithm 
The Remainder will be | 


The Logarithm of 3 1494 the Content required, 


PROP, VII. 
and one Side of a right-lined Triangle , to find 


10.39010300_ 
4.0604918 


| 
Having three Angles, | 
the Content. 


| 
Dd the double of the Logarithm of the Side given, and the Sines of | 

tie two next Angles; from the Sunt of thefe fuberad the Sum of 
¥0.3010300, and rhe Sine of the oppofite Angle, fo the Remainder — 
fhall be the Logarithm of the Content. : | 
Asin the Triangle A DB fappofing the AnglesB A Ctobe 


a || 
BI] 


| 


a | 

34,8 20m, 

BDA 122 gr,com. ABD 14 ¢r.4Om.and che Side A Dro the 100 parts... 
The Logarithm of the Side A C. 160 is 2.0000000 
‘The fame again | 2,0000000° | 

_ TheSine of the Angle BAC 43gr. 20 m, 9.8 364970 — 
The Sine of the Angle BDA 58 0 9 9284204. : 
The Sum of chefe four make 23.7648974 
#igain, if weadd the folemn Logarithm £0.3010390 
To the Sine of the oppofite Angle 14 gr. 40 m, 9-4934554 | 
~The Sum of both will make , 19.70448 54 | 
Which fubtra&ted frem 2 3-7648094 leave 4,0604120 | 


The Logarithm of £ 14.92.che Content required, 
. PROP, 


Differences. That done, 


* Having the rhree Si 


‘and Tables of Ligarithmss 285 
PROP. Vill. — 


"Having the phyee Sides of avight-lined Triangle, to find the Content, 


Irft, fet down the three Sides, the Sum of them, and che Half- Sum. 
Then from this Half-Sum fuberact each Side feverally and note the 
add the Logarithms of che Half-Sum, and thefe. 


Differences, the half thereof thall be the Logarichm of the Content. 


Thus in the Triangle AB 335 

AD B, the. three DB As 4247 

Sides are AD 199 
The Sum of thefe Sides 1s 906 
The Half-Sum | 352  3.9477747° 
The Difference from AB 18 1.25 oe } 
The Difference from DB $2 119138138 
The Difference from AD 253 2.4.0 31205 
The Sum of their Logarithms | 8.1199815 

4.2599907: 


And the half thereof is 
The Logarithm of 11481 


PROP. Ix. 


223 the Content required. 


des of aright-lined T: viangle, to find the Perpendicnlars 


Sin the former Triangle A DB, to find the Perpendicular 'D sat 
PX Firht, find che Content of the Triangle by the former Proportions... 
chen may the Perpendicular be found by che converte of the fifth Propo- 


f{rion. 
335 2.§250448 


As the Bafeof the Triangle 
To the Superficial C ontent 1148444 410599907? 
15 349459: 
| So always the Nursber of 2 0.3010300 
To she Perpendicular 63,244 : 1,8359759 


PROP.’ 


Heh PP eal Re ae rk Pe San Toor ee Sesh : Bi eam nn doe fh NE an zs Wee, a pats : 
ay oe : ' in mt ct : 
‘ ; , 


206 | | The vineral Ofe of the Canes 


PROP, X. 


— Having the Semidiameter. of a Circle, to find Mei bet, fae sans vk i 


prepofed. 


S if in protracting the former Triangle A DB, ic were required to 
find the length of a Chord of 43 gr. 20m. agreeing to the Semi- 
diameter Ab, ‘which we fuppofe co be three inches. . This might be done 


_ by the firft Proportion, for if the Chord were drawn from E toF we 


fhould have a Triangle E A F of three Angles and two Sides known. But, ~ 
more generally comparing the Sine of 30 gr. with the Sine of half the 
Ark propofed, the Proportion will hold. 


“ As the Sine of the Semi-radists 30 gr, 00m.  9.6989700 
hy the Semidiameter gee 0.4791212 
| 9.2218488 
So the Sine of half the Ark ~ at gr. 40m, 9.5672689 
To the Chord requived 2 24S 0.3454207 


So that having drawn the Line AE, and defcribed an occult Ark of a 


Circle upon the Center A, and Semidiameter AB, at the Diftance of | 
_ three inches, if wetake out two inches, and 215 partsof 1600, and ine 


fcribe them into that Ark from E to F, the line A F thall make the Angle 
FAEtobe 43 gr, 20m. as was required. a 

Thus having applied that to the Canon and Tables of Logarithms 
which Thad fet down before for the general Life of the Lines of Numbers, 
Sinesand Tangents, ic may appear fufficiently, that, if we obferve the 
Rules of Proportion fet forth by others, aud work by thefe Tables, we 
may ufe Addition inftead of their Multiplication, and Subtraction in- 
{tead of their Divifion, and fo apply thefe general Rules to infinite par- 
ticulars. i 


CHAP. 


-~ 


Having the Side of a Regular Fort, with the length of the Gorge, the Flank: 


| The Face 


tity of the Angles‘belonging to each Fort, beginning withthe Quadratee 


eee Gre ome oe CRIT te Po CAM cn fy Ie ot gear Ma SON SoG ga 
4 > i Mi i + ‘5 a 


Mc CCHAPLLY, 


Conteining fome Ufe of right-lined Triangles in the Prattice 


of FORTIFICATION. 


1, That the Angle of the Bulwark may be eithera right Angle or 


; N the late manner of Fortification the ordinary Care is : 


near Unto ite “ . : 

2. Thacthis Angle may be defended from the Flank and Cortin on 
either Side. | ’ . 

3. That the Linegof Defence may not exceed the reach of a Musket, 
which is faid co be twelve fcore Yards, and thofe make 720 foot. 

4. That che depth of the Flanksand the bredth of che Rampart be fuf- 
ficient co reGift battery ; and chat may be about 100 foot at the ground.. 

Upon thefe confiderations depend the reft of Lines and Angles : where- 
of I will {et down fome Propofitions, beginning with that. which may-: 


 -refolve the works of others... 


ve 


PROP. I: 


and the Face of the Bulwark, to find the reft of the Lines and Angles. — 


each Bulwark like unto other. 3 
Suppofe,chac by obfervation or otherwife,we have found that in a fquare 


Fort, the Side was 7e0 foot, the Gorge 140, the Flank 100, and the Face 
 335.: Ina Pentagonal, Hexagonal, Heptagonal, as inthis Table, - 


——— 
_— OO Se 


——— 


er 


The Side AB | 700 | 800 | goo | 950 |1000 
The Gorge. AD-|140 |-180 | T90 || 200: | ‘230 
The Flank PD Bt o0 Pad fiat go Prgb dirs 8s 


__EF ! 335 | 352 | 370 | 360°| 420° 


-And thac ic were required: to find chereft of the Lines, and che quan 


Fir, 


aud Tables of Logarithms: - eg 8 


Regular Fort isthar, whichis made with equal Sides and Angles, . 


\Quadr, |Pentag. | Hexag \Heprag. OcFagon 


Firft, we may prorrad this Fort, by making a Square whofe Side A B 


fhall be 7eo foot by the Scale : then take but 14° for the Gorge, and fey 


them off from A unto D, and from A unto H: at D and H raife two 


Flanks perpendicular to theSides of the Fort, and there prick down 100 | 
from D unto E, and from H unto G. Thae done, take 335 out of the — 
{ame Scale, and fetting one foot of the Compaffes in the point E, makean_ 
occule Ark ofa Circle. Again, fetting one foot of the Compaffes in the — 
point G, make another occult Ark, croffing the former in the point Fs | 


So che Lines EF, EG hall reprefent the Face of the Bulwark, 


In like manner for the Bulwark at B, we may fet off the Gorge from | 
B unto N, @c. So have we divers Triangles, which may berefolved by 
the firft three Propofitions of right-lined Triangles: and the manner of | 
it. fhall be fo fer down, asthat Precept may be eafily diftinguithed from — 
the Example) and applied to any other, not only by this Canon and — 


Table of Logarichms, but by the old Canon of Sines and Tangents, and 


by the Lines of Sines and Tangents both upon the Sector and the 


Crols Raff. j 


1. Imthe Re&tangle A DB, having the Sides AD, AE, we may 
find the Anglesac A and E, and the third Side AE, -by the former part” 


of the third Proportion of Right-lined Triangles. 


| 


a 


| 


| 
i 


-F, by the third Propoficion of right-lined Triangles. 


ae 4 Oe ie ee MTN ee AN See nL te he Bil bo vim. wh a . a 
tt aie s af Abe iia a “Ee ca rory or = Gis a ; oil 
{Piva A 


| whales of garit. 89 


As the Gorge AD 140 cA: 2.1461280 
f To theabitank DE 106. “2,.6000000. 
Sethe Radius — Ys 90 00m. 20/ec, 10.0000000 

To the Tangent of DAE 35°322 - 9.85 38720 


Take the Angle DAE out of gogr. the Complement will give the Angle | 


DEA; andthen,having two Sides and chree Angles,we may welLfind the 
third Side A E by the firft Propoficion of the right- lined Triangles. 


As the Sine of DAE 35 324 9.7643542 

- To the Side DE~-~. 100 “  2,0900000 
So the Sine of ADE _ 90 00m. oofec. 10.00000CO, 

_ To the Side AE WET hasan 2.2356458 


2. Becaufe the Fort is fuppofed to be fure, the Angle HAD, mutt be 


— gogr. andthe half AngleC A D 45 gr. if we add this AngleC A D unto” 
~ “the Angle D A E and take the Sum our of 189 gr. che Remainder 99,27 2 


thall be the Angle E A F. Then in the Triangle E A F, having the Angle 
at. A, and thecwo Sides FE, A E, we may find the other Angles at Ean 


ids the Face EF 235-i teil 9 2.5 250448 
_=To the Sine of EAF . 99 32S ade haatyit 9:9940502. 

| 724690054 

So the Line ALE Ge thee. 2.2356459 
 Tothe Sine of AFE 30 26% 9.7046513 


: 5 . 
Addthis Angle A FEto,the Angle E AF, and take the Sum outsof 


5 180 gr.the Remainder 50 gre 6 #4. 3 fec. fhall bethe Angle AEF, And 


_. “then we haye two Sides and three Angles, to find the Head-I'ne A Fs 


1 As the Sine of EAF 99 27% 9 9640502 . 
sve 7 the Face EP 335 2.5250448 

| | , ae . 7. 4690054 

 Sothe Sine of A EF 50 6,3 9.8848958 

| To the Head- line AF 260 %2 2.415 8904 


| 


1 
| 


y 


| - 


‘os 
| 
ts 


3. 1f we produce the Pace F E unnilie meet the Cortin in O,we fhall have 

the Triangle A EO: wherein, knowing the Side A B,and the chree Angles 
‘(for knowing two Angles, the third isalways known.by the gomplemenc 
‘unto 180 gr.) we may find the other two Sides FO, AO. 
| ae Dddd As 


“tiny 


o 


~ 


n~ 


‘ah 
Mog: 
. ee 


Take the Gorse N B 146, oat of the Side A B 700, there remains 560 
forthe Line AN. Take this Eine A O our of AN, and there remains 
35 ~** for O N chat part of che Cortin from whence the Face ofthe Bul- 
wark may be defended, ) 

4+ Inthe Triangle A F N, having ewo Sides A F, AWN, andthe Angle 
between them F A Ny we may find the other two Angles ar Fand N, 
by the Jater part of the chird Propofition of right: lined Triangles. 


As the Sum of th: Sides NE, AN - 820 44 2-91 41050 
4s to the D.fference of thofe Sides 299 *4 2.476324§ 

| 4377805 

ae 


So the Tang. of the half fum of opp. Ang. atF GN 22 30 9.61761§3 
Tothe Tang. of half the Diff. between thofe Ang. 8 36% 91 798348 


This half Dift. added to the half fura gives the greater Ang, AFN 31 6% 
and fubtracted the feffer ANF 13 535 


—'2To The general Ufe of the Canon ty 3 
As the Sine of AOE 14.33. 48 fic. 9.4904548 ie 
To the Head-line AF 260 +4 | 24158904) 
eet ’ , ) J 9345644 i 
So the Sine of FAO 45 00 CO 98494850 _ 
To the Line FO ee | 28649208 
And the Sine of AFO 30 26 12 9 7046513 © 
Te t62 Line AO Sei is mans 2.7 200869 


Als the Sine of ANF 13 §2 48 93805157 
70 the Head-line AF 269 +42 2.41 58904 
6.9646 253 i 
Sethe Sine of FAN 45 00 00 9.8494850 . 
To the Line of Defence EN 707 +4 2.8848 597 
§- Inthe Triangle A BC wehave the Side 


Center of che Fort tothe utrermoft 


to find the Side C A or C B from the Center to the Angles of che Fort, 


As the Sive of ACB gO €O 00 10.0000000° ” 
To the Side AB ~~~’ 700 -2.845¢980 
So the Sine of ABC 45 00 oO: 9 8494850 
Fo the Line AC 494 774 2.69458 30 by 
Fis Line A C added to the Head-line A F 


point of the Bulwark ro be 755 424; 


6. Inthe Triangle CF L (che Side FL being parallel co A B the Side of 


the Fort) we have the three 


find F Lhe Diftance between the points of the cwe next Bulwarks, 


* me 
qe 


Angles and the Side C F ; by which we may» 


A.B, and the three Angles, 


»gives the whole C F, fromthe. _ 


The Semidiameter 


iia ~ and Tables of Logarithms. 
As the Sine of CLE 45 00 00 | 
To the Line CF. - p59 2% 
Sothe Sine of FCL\ —_-g0 90 00 
To the Line FL 1068. 464 
Thus by refolving of fix Triangles we have found 
The Angle at the Gorge DAE 
The Angle of che Bulwark GFE 
The Angle FED 
The Angle ANF 
The length of the Line Ab 
The Head-line AF 
The Line on the Cortin ON 
The Line of Defence FN 
CA. 


The Line from the Cencer to che Bulwark CF 


The Diftance between the Bulwark 
The principal Lines and Angles belonging to the Bulwark at-A. 


- 29% 
9.84948 50 
2.8782498 
10,0000000 
3.0287648 
Le 98. fec. 
35 32 15 
60 §2 24 
104 33 48 
13 §3 48 
Foot. 
17% O47 


260 $40 — 


35 088 
767 13 
494 975 
755 $35 

1068 464. 


The reft of che Lines are either parallel unco thefe, orelfe they may be 


found in the fame manner. 


And allchefe may be underftood by the fame in che reft of the Bal- 


. warks belonging to this Fort. 
Again, what is faid of a Square Fort, 


regular Forts. 


the fame may be applied to all 


And fo, refolving the works of other men, it may appear how near 
they have come to the former grounds. 


But that we may not altogether infift upon Exam 
eSuppoficions, and from chem proceed to find the reft of 


the Lines and Angles belonging to any Regular Fort. 
B, between the Lines C A, CB drawn 


is found by dividing 360¢r. by the 
this Angle willbe 90 gr. Ina 


{ome proficabl 


1, The Angle atthe Center A C 
from the Center to each Bulwark, 
number of the Sides. So ina Square Fort, 
| Fort, where chere are five Sides, 


Pentagona 


ples, I will fee down 


ic will be 72.gr. 8c. 


». Take this Angle at the Center, out of 18e gr. there remains the 


7” Angleof the Fort HA D. 
"3, The Angle A D E becween the Flank and the Corti 


way 9087. 


Dddd 2 


ny may be al- 


hh, The 


7 


rrr ¥ “Uy The oe 


Bp ot Wa bgt boy 4 . sty + ria cf 
Z1Zs The generat Ufe of the Canon ae 
| “4; The uttermoft Angle of the Bulwark EF G, mutt be lefs chan the ~ 
Angle of the Forc, yer not lefs than 60gr. nor doth ic need co be much . 
more than gagr. Tt we allow it co bed of th Angle of the Fort, i¢may- — 


be defended from che Flank and Cortin on either fide. 


~ 


§. The Angle ar che Gorge DA E, which forms the Flank DE, may 

' beallowed between 35 and 4q gr. For in {mall regular Forts ic may be 
40 gr. Bat where the Angle of the Fort is great, it may be les, . 

4 .Thefe five Angles béing firlt ferled, the moft of the other Angles will 

depend uponthem, asin the Tablefollowing, : 

,pOr howfoever there may be other Angles foundto be more convenienc,. 

yecchele are fufficient to explain the ufe of Triangles, 


7 ee a Quadr. | Penteg. Hexao- | H-ptag. (O@agonc| Corian 
Ina Regular Fort. |= M.|Gc. M. [Gr. M.1Ge. MAGE MLL GOAL. 
ee he ee Se | ee 
| Angle at the Center ACB\99. Q 7%, O}69- O1ff  25f4ay “olo. - 6 
Angle of the F ort HAD |90 e)}108 6/1206 ofs28 galray § ol 18d 6 
Angle of the Flank ADE {99 cl90 o190 olg0 “olga 6 99 0]. 
Angle ofthe Bulwark GFE|62 © 729 [92-0139 42099. aloo 61, 
Angle of the Gorge DAE |49--0129...@138 0/37 ..0]36. .o cy tah 
‘Loe halfof HAD is CAD \45 @:54 0/60 0164 17167 30190 o 
Half of GF Eis | AFE)30 0:36 040 ol42 Silas oo Tt les 
Complementof CADis DAF 135 -0/126 Ollza 0 [T¥ 43)1I2 30! 90. o 
AEE out of CAD leaves AO B15 ©/13 “@}20 olir a5 faa 301 45 ol « 
Complement of AOF i OED i756 017%. 0 )70 OV68 35|67 cof 45 0 ! 
Complement ofOE Dis DEF \t05 0|108 0 [110 oltry 26/112.30] 135 0| 
Complementof DAE AE D450 lst o 52 9153 0154) Ol gge | 
AE D out of DEF leaves AEF 55° O1F7, A158 ofs8 26158. 301 80 oF 
AEF AnLAF E give FAE 95 0187. O[82. of78 43176 an $5, 0 | 
BO, Boi: tae: 


Having the ordinary Angles, with the Flank and Line of Defences to find. 
the reff of the Lines and Angles i#% Regular Fort, ‘ 
na) Ulppofe.the-A ngles co be fuch, asin the former Table, the depth of the 
Flank DE 1oofoor, and che Line of Defence F N 720 foors and 
thac it were required, co find the reft of thé Lines.and Angles belonging to - 
a Pentagoual Fort. ! sla 
F. Inche Triangle A DE, having the three Anglés'and the Flank DE, 
we may find the length of the Gorge A Dj and the Line A E. The Angle 
of A D'E isalway 90 gr. bur the Fort being Pentagonal, made withfve 
Balwarks atthe five Angles, the Table givesthe Angle D:A E 39gr. and — 
the Angle AE D: 51.gr. wherefore, Bet 


‘ 


aoe af phe Pe ae = 
abi Tabi off Kazrithmss ARR 
pike snp «= sdDAES =~ gp 00g 99 8B7E 
To the Flank DE 100: FB mae Ap ai@O@aqqCo. 
- ieeetacineeaS leap eat Ei Be OREN: 

| Sothe Sine of | AED*' -5t 00 00 9:8905076 

| - To the Gorge » Oo Seg Ryee | 20916308 

1 And the whole Sine ADE go oO  $0,0000000 , 
|. To the Line + Ve 159 4. 2.2015282. 


| a. Inthe Triangle AF E, having the three Angles. and the Side A Es 
| we'tiay find the Pace of the Bulwark FE, and the Head-line A’ F. 


| As the Sine of AFE 36 00 00 949692186 
ie To the Line AE 158 22 2.2011 282. 
ie. ss | #5680904 
| Sothe Sine of F.AE 870 00 — i (wsi(t«i 999404. 
| 6 Lothe Face BE eg eq 26972) BOASE 10 aL ae 
| Aad the Sine of AEF $7.00 09. «9.923 5914. 
_.-Tothe Head-line AF. 22622" 23555010 


lg 3 Teche Triangle. F Oy having the three Angles and the Side A F,. 
| we may find the other ewo Sides EQ.and. AO. yr 
 eAsthe Sinecf . AOF 18 00 60, 914899823 


othe Head-line AF £46. 2280 PY BSF SOTO: 
ess £008. 9 CF BE. ! 71344813 — 
 Sothe Sine of “" FAO 126 00 00.~—. 9.974576 - 
ye Dothe Bine FO "593 *2 2.7729763 

“$And the Sineof « «. AFO * 126 00 00 9.7692186 - 
_. (To the Line AO 438 #24 26347373 : 


)So@q. Tn ilie Triangle A-F N, having the Héad-line A Fj the Line of De-_- 
fence FN, and the Angle FAN, we may find che other ewo Angles ac 
Nand F, and thethird Side A N. oii : | 


As the Line of Defence FN qo: “2,8593325 | 
| To the. Sine of | FAN 126 00° co 9.9079576 

i oe FOSO625.4 +, 
| So the Head-line AE 226 74 23.355.5010 
Ta the Sine'of ANF 14.45 33 9 4061261 


| This Angle A N F addedto ce Angle FAN, and the Sum of both . 
taken.ourof18ogr. will give the third Angle AFN.. — , 


» pa soe Pi Vee ee Uy Baw 0 Oe OR Ae enc: “ay 
: 5 ) tow eae pen"! 
; ae 
‘ id 2 


214 7 The general Ufe of the. Canon 6 ; 


Ai the Sint of | FAN — 126 ©0 90 99079576 
 Tothe Line of Defence F N | 720. : 287s 

> . ’ “ . ~ 7.050625 | 
So the Sine of AFN 39 14 27 9,80tanraie 
To the Line of AN 562 24 


i ‘aged ! 2-7594927 
Having this Line A N if we edd the Gorge NBor AD, the Sumof — 


borh thall be che Side of the Fort A B. 

If we cake che Gorge A D, out of this Line A N, the Remainder thal] 
be the Cortin DN. | 

-Agtinif we take the Line A O out of chisLine A N, the Remainder - 
fhall- be ON, that part of che Corcin from whence the Face of che Bul- 
wark may bedefended. And fo here, 7 


. The length of this Line AN being 562.98 
The Gorge AD 123.49 
The Side of che Fort AB thall be 686.47 
~The Cortin soy Rea | 439.49 
Again taking the Line AO 431,26 

From AN, there remains ON ‘ 13.72 


gs. In theT riangle A IC, having the chree Angles, and che Side A if 
the one half of A B the Side of the Fort, we may find both CI, the Se- 


amidiameter of the Circleinfcribed, and C A, the Semidiameter of the _ 


Circle circum{cribed about the Fort. 


“As the Sine of ACI + 360000 —__9.9692486 

To the Line AL 343 74 2.5359 9%s 

rae RRR 7-2336271 

Sv the Sine of . CAI 54 00 0@ 99079576 

Tothe Line Gi 473.4225 3.674000" | 
eAnd the whole Sine CIA 90 ©0 00 10.0000000 
To the Line CA 583.9466 2.7663729 


4 
This Line C A added to the Head-line A F gives the diftance CF be-. 
tween the Center of the Fort, and che uctermoft point of the Bulwark. 


~- 6. Tf this Fort (hall be encompaffed with a Ditch, whofe uttermoft 


Sides fhall be parallel othe Face of che Bulwark; fuppofing this Ditch 


co be of a known bredth (and chat may be abouc 100 foot) we have the — 
Triangle F 2X5 wherein knowing the chree Angles and the Side F 25 || 
we may find the Line F X. : ‘| 


As 


— Aithe Sine of 


— Tothe Bredth- Lint 
So the whole Sine 


The Leneth of the Head’ line: 
The Scmidiameter - 


Both thefe make che Line 
* Add unto this che Line 


‘SoC A, A F,F X make 


Sa the Sine of 


| $0 the length of 

| ~~ Tothe Diftance 
And the length of 
To the Difrance 


and Tables of Logarithms. 


36 0O 00 


ICO 


go 00 00 


170 42 


AF i$ 


CA. 


CF 


FX 
CX. 


108 00 ©2: 


980 8° 


36 00 08 
606 12> 


36 00 @0 © 


— 606242 © 


$33.99: 


636.47, 


810. 67 
953-00 


980. 8a. 
WS297 


al ——— 


215° 
9:7692186 


2,00000C0 


10,00CO0CCO . 


2.2307834 


| This Line F X added tathe Line C F, igives che Diftance C X berween 
the Center of che Fort, and che ucrermoft Corner of che Dich: and fo 


226.92 
333.95 
810.67: 
170.13 


980,80 


_. 7: Inthe Triangle C YX, having the chree Angles and the Side C X, 
_ we may find the ewo other Sides C Y and XY. 


| Asthe Sine of | 9: 9782063 | 


2.991581 5 ’ 
6.9366248° 


“9.769 21865 


2.7825938. 


197692186. 
| afi 247825938 
_. Takethe Line C I, from this Line CY, there remains I Y, the bredih: 
| of the Ditch from the middle of the Cortin. | 


8. Then, for che Lines FL, X Z, and fuch other Parallels to the Sidex 
“of. the Fort AB. | 

| As the Semidiameter 

Ti the Side of the Fort: 


2.7663729: 
2.8366315. 


7-0702486 - 


2.9°38444. 
2.9790930 
Z.99TS SIS. 
3.0618 31a> 
9, The. 


L Paes) nf 


wt 


Pn 


eee 


a eee OS ee 


Fie k RTO N ET s Por aT RCT I 
+ 


e Thegeneral Ue of the Canon | 


y) 9. ThePerpendiculars C 3, C4, -and {uch others, let down from the 


Center wpori the former Parallels may be found in the fame fort. 


As the Semidiameter Ch 583 95 
To the Perpendicalar Ci 472% 42 
So the Length of CE 810 67 
| Tothe Perpendicalar C3 655 84 
“And the Length of CAX 980 80 

To the Perpendicular Gig 793 48 / 


——_ 


2.7663729 | 


eee as 


A 920424, 


2.9088444 
2.8168020_ 


29915815 
2.8995 39% 


ro. Ifwetake IR the bredch of the Rampart ouc of the Perpendi- 


cular CI, fuppofing the bredth of che Rampart to be roo foot, there re- 


mains 372 42 for the Perpendicular CR. 


If we take out I T the bredch of the Rampart and Screes adjoyning, 
(che Street being {uppofed go foot broad) there, remains. 342.42 f 


Perpendicular C T.. , 


As the ‘Perpendicular -Cl 
_ - Tothe-Side of the Fort AB 
‘ 
256 rhe Perpendicular a ae CR 
2 y0Tothe Side of the Rampart. QS 
Pky. | And the Perpendicular rm ei 


To the inner Side of the Street VW 


As the Perpendiewlar 


CI 
» “Tothe Semidiameter: CA 
‘ So the Perpendicular oh 
T othe Line CQ. 
And ithe Perpendicalar Ch | 
To the. Line | CV, 


472 42 
686 47 


yy $72 42 
541 16 
497 57 


472 42 
583.95 


372 42 


423 25 


460 34 


342 42). 25345622 


or the. 


26743305 
28366219. 
1622910. 
2.5710358 
3.7333268 


ee 


2.5345622 
2.6968532 


; ™ 
2: 6743305 
2,7663729 
920424 
2:57 10378) 
2.66 30802 


Per a egg, 


(3,6266046 
PROP. 


in| 


—_— 


power 


ae “eon 9 ee ee Fn he | od ee fe ~ To.) = . 
eee OE ae ee : ye eet : ba od =e 


, and Tables of Logarithins. oe |. eae 

| 4 ‘ ee Ge in : ; eo 
| Having the ordinary Aagles with the Line of Defence and Face of the 
| — Bulwark, to find the-veft of the Bines and Angles. "s 


Gupret’ a long Cortin to be fortified with Bulwarks, the Anele of each 
WW Bulwark co be 90 gre the Angle at the Gorge forming the Flank 35 gr. 
thereft as in the former Table, the Line of Defence 720 foot, and the 
| Face of the Bulwark 300 foor. | | 


[As the Sine of FAE 5g 08 00 -9-9133645 
To the Face FE 300 ° 2.4771 242 
| ty : 74362433 , 
So the Sine-of AEF 80 09 00 9:99335'4 | 
| | To the Head-line AF 360.668 | 25571082 
And the Sine of AFE 45 ©9 CO 9.84948 50 
 Tothe Line Ree oh 258.965 2.4132417 
2. Inthe Triangle A DE, having the three Angles and the Line A E, 
we may find both che Flank DE, and the’ Gorge A D, | 
| As the Sine of ADE go 00 rele) 10,0000000 7 
5 Tothe Line AE 258.96 2,413 2417 
Bet .ct 75867583. 
| So the Sine of DAE 3§ 06 00 9.7585913_ 
=e Da the Flank. DE 148.53 2,1718330 
“And the Sine of AED . | $§ 00 od 99133645 
yo Toshe Gorge AD 212,432 °2,.3266062 — 


213 The general Ufe of the Canon | 
3- Inthe TriangleF AO, having the three Angles, and th: ewo equal 


Sides AF, AO, we may find the length of F Q, the Face produced unto 
the Cortin. . 


, 


} 


AAs the Sine of AOF 45 00 oe 9.84948 50 | 
To the Head-ling AF 360.66 3.5§71081 
To the Face produced FO ste 2-7076238 


4. Inthe Trianole F AN, having the Head-line A F, the Line of 


ctence FN and the right Angle FA N, we may find the other two. 
Anglesat Fand N, and the third Side A N. 


As the Line of Defence EN 720 2.8573 325. 
70 the whole § ine of FAN 60 00 60 10,.0000600. 

So the Head-line AF 360. 66 2.557 1081 | 
Tothe Sine of ANF 30.3 4 7 9.6957756 

As the Sine of | FAN 99 00 OO 19,.00000c0: 

To the Line - EN F20 2.8573325 | 

So the Sine of AFN $956 2 9.9372935. 

To the Line 


both thall be the Line A BorEF L, the Difta 


AN 623.1697 2.7946060 — 
Having the Line A N, if we add the Gorge N Bor A D, the Sum of | 


nce between both Bulwarks.. | 


| 
| 
| 
| 
| 
| 


If wetake the Gorge A D-out of this Line AN; the Remainder (hall 


be the Cortin D N. 


Again, it wetakethe Line A O-out of this Line A N, 


thallbe O.N, chat pare of the Cortin from whence the F 
wark may be defended. 


the Remainder. 
ace.of the Bul- 


Thus the Length of AN being. 673.169. 
_ The Gorge N B; or. wer 212.932 | 
The Diftance FL or A B  fhall be 835.301 
~ The Cortis DN: 45.037. 
Again taking the Line AO: 3601668. 
HromA.N, there remains © N. 3 


ee 


PROP. 


ifs and Tables of Logerithns. 219 
PROP. IV. 


| Having the Angles of an irregular Fort, with the Side between thems, and 
ie the Face of the Bulwark , to find the reft of she Lints and Angles. 
CS uepote the Angles of an old walled Town were to be fortified with 
43 new Bulwarks. The Angles of the Bulwark to be either $ of the 
~ Angle atthe Wall (or if 3 of the Angle be more than 9ogr.) it may 
- faffice that they be 90 gr. The Flanks perpendicular to the Cortin, to 
be formed by an Angle between 35 and 4ogr. as (hall be found mors 
convenient. And the Faceof each Bulwark tobe 300 foot — 
 Letthe Angle at A be 126 gr. then may EF G, the Angle of the 
Bulwark be $4 gr. and the Angle DA E may be allowed tobe 38 gr, 
Lec the Angle at Bbe 140 gr. then becaufe of this Angle are above 90 gr. 
the Angle of this Bulwark may well be 90gr. and the Angle ac the 
| pores NBM, 36¢gr. Andlet A B, the D {tance between thefe Angles 
be 750 foot. ; 
: i regular Forts che Bulwarks may be made one like the other; fo che 
Head-linies being produced will all mect in the fame Center. In irregular 
(ach as this) chere will be fome Difference, yet the work though: fome- 


‘what longer will be ftill the fame. - 
<3. Acthe Bulwark Ain the Triangle A F E, becawfe the Angle of the 


| 

/FortHA D is 126 gr. the half Angle QAD 63 gr. and the Angle 
at the Gorge DAE {uppofed to be 38 gr. the Angle E A F will be 
79 gr. Again, the Angle AFE (the half of GFE the Angle of 
the Bulwark) being 42gr- the Angle AEF will be 59g*. by Com- 


plement. 


E 79 00 00 | 9:9919465 


) “Asthe Sine of FA 
To the Face BE. 300 2.4771212 
Se Gee 
| 7-5148253 
So the Sine of AEF 59 00 00 - 9.9330656 
~ Zo the Head line AF 3261 953 2.4182403 
And the Sine of AFE 42 00 00 9.8254109 
AE 204. 496 3.3106856 


 -Torhe Line 
| Eece 2 2. In 


= 


220 | The general fe of th¢ Canon . 


— 
* 
‘ _ 
out 
iN 
= 


~ *£0,0000C0D. 


2.3196856_ 
7.6391144 


9.7893419° 
2.100037 § | 


9.8965321 


In the ReGangle A D E, the Angle at the Gorge DAE being 38 £re 
the other Angle D E A muft be 52 gr. by Complement. | 
As the whole Sine of ADE 90°20 00 
To.the Line of AE 204.496 
So the Sine of DAE 38 co oO 
Zo the Flank DE 125,900 
And the Sine of AED §2 © co 
To the Gorge et. 8 161. 145 


2.207277 


Inlike manner at the Bulwark B in the Triangle BLM, becaufe the. 
Angle ofthe Fort is 140 gr, the half thereof S BN 90 gr, and the Angle. 
at the Gorge N B M fuppofed to be 36 gr. the Angle M B L will be 74 gr, | 
And then the Angle BL M (the half of che Angle of the Bulwagk) being + 
4.5 gr.the third Angle BM L, muft be 61 gr, by Complement. 


As the Sine of MBL 74 00 08 
To the Face ML 300 
i 
So the Sine of BML 61 00 00 
To the Head-line. BL 272.960 
And the Sine of ~BIM 45 00 o@ 
79 the Line BM (920.681 


! And in the Re&tanele Triangle BN M, allowing NB M; 
at the Gorge to be 36 gr. the. other Angle BMN muft be, 


~ Complemenr.. 


As the whole Sine BN M 99 00 00 

—Kko-the-Line BM 320.6814 

So the Sine of it aN IB Ae 36 00 oo 
To the Flank NM 129-713 

dnd-the Sine of BMN 54 00 oo 

 Tashe Gorge BN 178.534 


9 9828416. 
2.4771212 | 
75057204 
9.9418192 | 


~ 2.4360988 © 


9.8494850 
2-3437646 
the Angle 
54.gr.. by 


TO;00C0000 


2.34.37646 
70562354 
9.7692186 — 
2.1129832 
LNCS 


9. 9079576 | 
3.2517 232 


3. In 


} So the Sine of . 


| gpa Tables, of Lop avithenss es Bah 


3. Inthe Triangle A F O, taking the Angle AFO 426". a 3 
the Angle QA O 6347. there remains2% gr. for the Angle AOF. . 


As the Sine of AOF 
To the Head lines <A F 


WA BO 
To. the Line AO 
And the Sine of FAO 


To the Face produced FO . 


21 c0 00 *°9.554329% 
261,963 24182403 
6.1360888 

43.00 00 9.825 5109 
489.127 2.689422. 
63 00 OO 99498808 
651.316 2,8137920 


‘And fo in the like Triangle BL P, taking che Angle BLP 45.67. ut of 
che Angle SBP, 7°27- there remains 25-g7. for the third Angle BL Ps 


As the-Sine of — BPL 
Ko the Head-line BE 


So the Sine of BL 
To the Line BP 
And the Sine of LBP 


- To. the Face produced pepe PB 
Thus the length of the Side 


The length of the Gorge : 


The length of the Line 
Take from this the Line 


' -? There remains for the Eine * 


Agaim taking the Gorge 


Out of che Side AB, there remains BD 


_ Take from this che Line 
There remains for the Line 


Take A D out of A N,. the Cortina. D.N is. 


Dp 


' 25 00 CO 9.6259482 
272.960 234360988 
7.1898494 
45 00 OF 98494850 
456.794 2.6596356 
110 0O 0O 9.9729858 | 
606.927 2.78313644 
A B. being: 7508) 
BN 178.5 34 . 
AN. 571.466 
AO | 489.127 
ON 82.339 
AD’ I6U.145 
998.855 
BP. 456.704 . 
DP 132,158. 
410.321 


4.In.. 


gen The general Ofe of the Cans 
having two Sides A F, AN, 
we may find the other wo Angles at N and F, 


4. In the Triangle AEN, 
the Angle between chem, 
and the Line of Defence FN. 


As the Sum of the Sides AF, AN 
fs to the Difference of thofe Sides 


So the Tang. of the half fam of opp. Ang.at F & 
To the T ang. of half the Diff. between thofe 


This half Dit added to the halffam 
: and fubtracted gives the leffer 
F 


As the Sine of A 
10 the Head-line AF 

Sa the Sine of ~~ FAN 
To the Line of Defence EN 

And the Sine of AFN 
To the Line AN 


833.419 
3°9.503 


18 402 
261.963 


63 00 oo 


. 728.983 


44.19 4 
571.465 


N 38 300 

ding. 12 492 

gives the preater A ng. AFN 
ANF 


and FAN 


2.9208684 
2.4906636 


430.2048 


9 3571145 


18 402 
9-595 $225 
204182403 


7-087 2822 
Sees; 
99498808 
2.8625986 
9+84942725 


 3.7569903 


And inthe like Triangle B D L, having two Sides B L, BD, and the 


Angle between chem LBD, we may find the other two Anele D 
-L, and the Line of Defence L D. aE anne 
As the Sum of BL and BD 861 815 2.9e<arie 
To the Difference of thefe Sides 315 805 sage npc I 
435 8717 
Sothe Tang. of the half {rw of opp. Ang. ath & D 35 00 9:8452267 


To the Tangent of 


and fubcraéted the leffer 


As the Sine ‘of BLD 
To the Head-line BL 
Sothe Sine of LBD 


T0 the Line of Defence LD 


And the Sine of BLD. 
70 the Line BD 


20.36 + 
272.960 


70.0.0 
728.838 
49.23} 
‘588.855 


ng. BLD 49.23 a 


20.364 
9-5403550 
2.4360988 
77-1193 544 
9-97298 58 
2.86263 14 
Se 
9. 8803629 
2.7700083 
PROP, 


44 195 


9.7873193 ° 


14234 9, | 
This half Dift.added co the half {um gives the greater 33 924093550 


~ 


: tae aed Tables of Lagavichms | ane 


PROP. V. 


- Having the Lines and Angles of a Regular Fort, to find the Content in 


Feet and eAcres. 


[ a ee Content of a Fort may be taken feveral ways: cither from within: 


the Rampart, or from within the Qutr- fide of the Dicch, or elfe we 
may take in the Our-works: And thofe may be of feveral forts, fuch as. 
are here reprefented or the hike. 
If we confider the Content within the Rampart, we have the Triangle. 
QC 5S, wherein knowing the Perpendicular C R and che Bafe QS, we 


| may find the Content of the Triangle. And chis Concent multiplied by 


che Number of the like Triangles belonging to the Fort, fhall be the. 


whole Content required. | 
_ Thus, inthe Pentagonal Fort before defcribed, where the Perpendi- 


cular CR was found to be in feet 372.425 and the BaleQS 541.16. 


As the folemn number 2 ©, 30103@0 


1s tothe Bafe Qs 541.16 2.7333268 
BS eCoors « 2.4322968 
So the Perpendicular C R 372.42 4.5710358 
_ '°Tothe Content of the Triangle 1%00773.25 $1002 3326 
_ Add (for five Triangles) the Logarithm of §. — @.6989700 
' The Content in feet comes to 503 866 9023026 


Then co reduce this Conrent into Acres, we may either divide che num. 
ber of feet by 43560 (che number of feet conteined'in an Acre) or work- 


ing by Logarithms, we may fubtract this folemn Logarithm 4:639087 87, . 


Thus from the Logarithm of $03866.25.. §.7023026- 
Subuaét: the folemn Logarithm 43560 4.6390878 | 
There remains-the Logarithm of Ing6- 1,06321485 


The Content in Acres conceined. within. the Rampart, 
, F 1 | 4 + 


If ic be required to find che Content of this Pentagonal Fore within the. 


outward Side of the Ditch, we have ten fuch Trianglesas X C Y, where- 


in knowing the two Sides C X; C Y,and the Angle between them XC Yj . . 
we may ler down a Perpendicular fromthe Angle at Y, upon the Bafe. 
© Xs, and then wich the Perpendicular and the Bafe, we may find the. 
Conrent, of the Triangle as before. | 
Thus... 


ld J) SY Aud ak Sets U4 ahd =” . J) Fens Ver er 
PONY a ete TR re NSH Mer te aed 
: ‘ Pasee Gai SEF 
, 7» aad 
he 


Py ae The general. v fe of the Canon 


Thus the Side CX being 980.80, the Side C Y 666 Ws and che 


Angle berween them XC Y, 36 00, 00, 


&. 


~\ 


i 


x. As the whole Sine of 90°00 00 10:;0000000__ 
To theleffer Side renee -- 607.17 2. 7825938 fk 
~ Sa the Sine of % oe iat 36 co sa | 975921) 86 
To the pet baiadiculae b ions bak 3 a OF 6 Bi 35 81 24 
3. Asthe folemn number oo, J oO, Se aeian 
Fo the Bafe CX 980.80 2, 9915815 
| te 26905515 
So the Perpendicular ; | 2.5518124 
To the Content of the Triangle 174728.60 §°2423639 
Add (for ten Triangles) the Logarithm of re, ¥.00000GO0 
The Contene in feet comes to 1747286 | 6.2423639. 
Again, fubtra& che Logarithm of 43560 | 4.6390878 
The Content in Acrescomesto = 40, IE ¥,6032764 


By the fame reafon, refolving all into. Triangles, we may take in che — 
Counterfcarp, and thereft of the Out-works; and fo find che Content, — 


not only of a Regular Boxts: but of any other Piece of Ground, 


: é et 
; i \ 
~ % . 9 a s x 
- hy e ‘i 
m M ‘ : | 


ee 
es 
nal 


x - om ~ 
pats een any, hae 
Sethe. 

= 2 = = EE Te 


pb 


fa ee MI at 2 ii et oe ae a less Sa a PERS US eta Pe ot 
ey 2D Bed 3 . s 2 : v $s . ie ‘ . B2. Ceres ee ee ee 
i. = eae Se, aro. rene ef 
Fae. > al BR ee h Bate s, ~~ ? / : + is 
eee: ep My . ey , k < 4 
oe ad | 
Paap ss P ? = 5 
, ie acti debitestle os: picnitine vata ine ; 
GARI os aceramenstie - aR Pear 4 pans Dre alll stihl cgi wax Secrpengabiins dane spy ae oa ., i 
: +5 iiiieeeteniinnsiiiiedin cco = ea iti g = 4 
¥, 3 = SEILER ONE IORI na a sy 
j 
4 “3 
\} : ; 
‘ s 4 ° 
| 4 + 
4 ' “ 


| TRIANGU LORUM: 


OR,A 


TA BLE 


- | Artificial Sines he Tangents, 


TO A 
RADIUS of 10,0000000 Parts 
To each MINUTE of the 


QUADRANT. 


EDMUND GUNTER, 


Profeflor of Aftronomy in esitnal aac 


LONDON, 


! | Printed by Andrew Clark, for Francis rylesfolles and are to 


be fold at the Marigold in S. Paul s Church-yard. 1672. 


AS ee ee 


Aaaaa 


: 
| Hunc fuum: 
: 


| 
| 

| 
. 
| 

| 


i 
i Honoratiffimo Domino 


| COMITI de BRIDGEWATER, 
| 
| 
BARONI de ELLESMERE, 
CANONEM TRIANGULORUM 


D. D. Dp. 


Edm, Gunter, 


DX JOHANN I} 


VICECOMITI de BRACKLEY, :! 


The DESCRIPTION of the 
er A INOS 


His Canon hath fix Columns. The firft is of Degrees and Mi- 
nutes, from the beginning of the Quadrant unto 4§ gr. the 
 “fixth of Degrees and Minutes from 45 gr- unto the end of the 


' Quadrant ;_ the other four contain the Sinesand Tangents belonging to 


each of thofe Degrees and Minutes, after che manner of other Canons. 


~The difference isin the Numbers: For thefe Sines are not fuch as half che 


Chords of the double Ark, nor thefe Tangents Perpendicalars at the end 
of the Diameter; but other Numbers fubfticuced in their place, for ac- 
taining the {ame end bya more eafie way, fuch asthe Logarithms of the 


Lord of Aferchiffon ; and thereupon I call them Artificial Sines and Tan- 


gents. So the fecond and fourth Columns contain the Sines and Tangents 
of the*Degrees and Minutes in the firft Column ; the chird and fifth 
contain the Sines and Tangents of the fixth Column. 

As if it were required to find the Artificial Sine belonging to our La- 


_ titude, which here at London is $¥ gr. 32m. you may find Sine §t in the 


Jower part of che Page, and Mf, 32 in the fixth Column, the common 
Angle will give 9.89 3745 2 for the Sine required. And in the fame Line 
you have 9.79 38317 for the Sine of the Complement of this Latitude, 
which in one word may be called the (0 fine, In like manner, the Tan- 
gent of 51 gr. 32 m. will be found to be £0.0999% 34» and the Co-tangent 
9.9000865.  ~ 

The Secants (if there were ufe of them) may eafily be fupplied, by 
taking the Co-fine out of thedouble of the Radins. 


As the double of the Radins, being 20.0000000 
Take hence the Co-/ine of 51 gr. 32 m- 9.7938317 


The Secant of 51 gr. 32 7. will be ; 10. 2061683 
The Verfed Sine may alfo be fupplied by adding 3010300 unto the 


~ double of the Sine of half the Ark, and fubtracting the Radins. Asche 


half of st gr. 32m. being 25 gr.40m. 


Add to the Sine of 25 gr. 46 7. 9.6381968 
The fame again, and the former Number, 9.6381968 
So the Radins being fubrratted, 3010300 


The erfed Sine of 51 gre 32 m2. will be 9+3774236 


Aaaaa2 


ai 
he 


II 


E: 
i 


Ost ofl Cn we aa 


|Z) 


13 
14 
rs 


16 
- 118 
4t9 
429 
a ae 


aed 
_ 423 
24. 
2 


TT EEESS TSE 
ty we N- 
| GON O\ 


a 
le~* 
Ps 
haf 
v 


nae Rae) \ 55 


a 


12 ss Saget | 5 4. 


73608157 | asset | 


fi 


| 7° 6776684 9. 9999969 


7. 6041782 Oh 9999947 


| a.235a36e ‘ oi ee | 


1 ree See 
7: pes [12. peta! 


78002 38 99308854 | 


ct 


se eee ae a — 


: 9261 189 ! 9. 9999845, 
7 ine 9. 9999834 | 


‘a 


i A 
“A 
{ 
j 
| 
| *) 
l 
7 
| 
] 


! ; 8.2195 810 


ot in. O 


9.9990834 | 


TF . 


9:9999823 


| 7. 74084 8 


\-- 
=; 


i 9.9999800 
8. 0077866 | 1.9: 9999774. 


8, 9200206 | 9.999976 
8. 03 TQIQ4 4.9. 9999748 | 
gR 2943 F008 9. 9999734. 
g. 0657763 | 9.9999706. 


P 999969 I 
9.9999675 


 9.9909044 | 
9. 9999828 


9.999951 I 
ar 99995 94 
9: 99995 76% 
5 9199995 4 4a) 


81265500 | 
8. TZ 58104 4 
8.1440532- 
841 § 3.9075. 
§.16263808 


81712803 
8.1797129 ee 
Ged 


| 9.0090423 
O3.99909403 
$469.999383 } 


9.09008 oo | 
9.99993 38 


[— ae 
‘ Sin, 89. 


82345508. 
8.241805 3 


9.99998 12. . 


9.9999660 | 


9. hosed oan 


en 


Se 


i 


7.95 5 09906 


[aero 
i 


1 719408584. 


— 


7.9688886 


79952192 


8 0200445. 


8.03 T9446 


80435274... 
8.05 4.8193, 


. 2065 8057 


e. 1713281 
8.1797626 
8; 1880363 


Be 196155 5 
Bape a5e 


Sor 19525. 


(| 8.2271053, 4. 
82348207. |: 
8,24.192 i ‘ 


12,0449004. 
I2,.0311113 


12.0177405 


12.004.7808 » 


IT.9921908 


TH,9799555 


I 1.96805 § 3. 


11,9564726. 


11,945 1806 
11.9341942 
{ 1.9234694, 
I1.9130029 


il Te 8830365 


SS 


11,8734901 
TY, 8641489 
I L8Zyoo44 : 


zi d 1846048 3 
14.8392632 


 £.8286618 


It SAOF 374° 


12.05 91416 


It, 902 7827 : 


ITB 1963.6 


T1,8038444 


1267958741 


ween 


II 7880474 
TH, 17803592 
If, 728046 


wy 


_Bixt580785 


IGS 3702 


| Sin, I. i& ye) ee ee | Tang. ef | 

8.241 8553 | 99999338 [| 18.24r92rq | 11 11.7580785, 
fresh acute bine ok: 

8.2490331 | 9-9999316 

8.2560942 | 9.9999293 | | 8.2561649 | 11.7438351 | 58 
8.2630423 | 99999270 8.263 1152 | 11.7368847 | 57 


| 8.2698810 + 9.9999247 


8.2699562-4 11.7300437 | 56 
| 8.27661 36 (9.999922: 


8.2766912 | 11.7233087 | 3 
a tf ef 


$2h¢aigs Hh eyes | 8.2833234 | 17 7166765 | 54 
8.2897734. | 9.9999175 | 8.28985 59 Pres 53 


8.2962067 | 9.9999150 | | 8. 2962916 | 11.7037083 | §2 
8.3025460 | 9.9999125 8.30263 35 | 11.6973664.} §1 
8. g00 794 9.9999099 8.3088842 | 11.6911158 50 


ey See 


| 


9.9999473 4 | 8.3150462 | 11.684.9537 49 


LI basatetes 


——|- =f 
| 82491015, 11.7508984. / 


12 | 8.3210268 | 9.9999047 | | 8.3211221 | 11.6788778 43) 

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29 ' 9.2599509 | 9.9926895 9.2672613 | 10.7327337 | A / 
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M ¥ _ 
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31 9. 2613 140 | 99926427 9.2686714. 
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36 36 | 9. 2647030 9.9925 259 9.2721780. 
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39 | 9.2067232 | 9.9924539 9.2742694. 
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52 | 9.2793669 | 9.9921418 9.283225 1 
53 | 9.2760245 | 9.9921175 9.283 9000 
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55 | 9.2773366 | 9.9920689 | + 9.2852677 
56 | 9.277991I | 9.9920445 | 9.285 94.66 
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59 | 9.2799484 | 9.9919711 | | 9.2879773 
60 | 9.280§988 | 9.9919466 9.28865 23 
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413 | 9.325534 9.990521 | | 93354823 
partes 9.9900247 9.3 360927 
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9.3290206 ; 9.9898873 9.33913 33 
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36 | 93387408 E 9.9394128 | 9.3493290 3493290 | 10.6506710 | 24 
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45 | 93437973 | 99891571 | Recents 9.3546402,| 10.6493598 | 15 
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54. 2 3487917 | 9.9888982 9.3598935 | 10.640I1065 | 6 
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JO | 935 1540S 9.9887 531 | 93627874 10,6372120 | If - 
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10.63 60¥99 
10.93 54845 
10.634.9099 |: 
| 10.6343359 
10.63 37626 
10.6331900 
10.6326181 | 
10.63 204.60 
10,63 14.762 
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10.6303371 | 


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10.6292006 
10.62863 33 
10.6280667 
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9.9684785 9.5968776 | 10.4031224 | 26 
9.9684286 | | 9.5972470 | 10.4027930 | 25 
9.9683 786 | 9.5976162 | 10.4023838 | 24 
9.9683 285 9.5979852 | 10.4020148 | 23 
9.5666324 | 9.9682784. 9.5983540 | 10.4016460 | 22 
9.5669508 | 9.9682283 9.§987225 | I10.4012775 | 21 
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9.56885 55 | 9.9679267 9.6009289 {| 10.3990711 | 15 
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3: | 9.6101635 | 9.9605612 | | 9.6496023 | 10.3503977 | 57 
4. | 9:6104465 | 9.9605048 9.64.994.17 | 10.3500§83 | 56 
5 | 96107293 Fah i | 9.6592809 | 10.3497T91 | 55 
6 | 9.6110118 | 9.9603919 | 9.6506199 | 10.3493801 | 54} 
i. pehieden | 9.9603 354. 9.65095 87 | 10.3490413 [53 
8 | 9.6115762 | 9.9602788 9.65 12574. 10.3487026 52 
9 | 9.6118580 irons 9.6516359 | 10.3483641 | 51 
IO aad ee HOGOLOSS | 9.519742 | 10.3480258 | 5° 
ae oh Seas pneoioas Haeratens | 10.34.76877 49 
12, | 9.6127023 | 9.9600520 | } 9.6526502 | 10.34.73497 | 48 
13 | 96129833 | 9.9599952 |. | 9.652088: 10.3470119 | 47 
14 | 96132641 | 9.9599384 | | 9.6533257 | 10°3466743. | 46 
1s | 96135446 | 9.959885 9.653663 10.34.63369 | 45 
‘Se rae RIESE igen eo j ere | Mec, 
16 | 9.6138250 | 9.9598246— 29308246 | 9.654.0004 | 10.3459996 ‘4 
17 | 96141051 | 99597070 | 9:5543375 | 10.3456625 
18 | 9.614.3850 | 9.9597106 9.05 4.0744. | 10.345 3256 
19 , 960146647 | 9.95965 35 9.05 FOII2 
20 | 96149441 | 9.9595964. 9.65 53477 10. 34465 23 40 
dor | 9.6152234 | 9.9595393 | | 9.655684 | 103443159 | 3 
122 | 9.615 5024. | 9.9594821 | | 9.6560204 | 10.3439796 | 38 
23 1 9.615§7812 | 9.9594248 | | 9.6563564. | 10.3436436 | 37 
24. | 9.660508 | 9.95 93975 9.65660923 | 10.3433977 | 36 
; 25 9.6163 382 | 9.9593 102 9.65 70280 | GAGES 35 
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ca fe 9.9590229 9:6587041 $7041 103412960 [ 30] 
| Sin. 65. liken Tang. 6§. 


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9.9590299 | 9.65 87041 
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Tang. OF. 


RNS TE Po gig EI | 


jag Sin. | 7 Euoe. E 25. it 
Oo pd ba am 9.6686725 | 10. 3373275 | 
| 1 { 9:6262I91 | 9.9§72168 9.6690023 | 10.3300977 Ai 
2 | 9.6264897 | 9.9571578 9.6693 319 | 10.330008r | 5 
3 | 9.626760F 99570988 | 96693319 10.3 303387 57 
4. | 9:6270303 +.9.9570397 | | 9.6699906 4 10.3300094 ) 56 
3 | 9-6273003 9.95 69806 | 19.6703197 | 10.3296803 ae 
NS coe at: 
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7 | 9.6278397 | 9.9568623 | | 9.6709774 | 10.3290226 | 33 
8 ! 9.6281090 | 9.9568030 | | 9.6713060 | IO. 3286940 | 
3 9.6283782 | 9.9567437 D7 TOS4) 4 10.3283655 | 51] 
9.6286472 9-95 60844 26719688 | 10.3280372 | 4G 
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9.6291845 | 9.9365656 9.6726190 | 103273810 ! 48 
13 | 9.6294529 | 9.95OS061 9.6729468 | 19.3270532 | 47 
14 | 9.6297211 | 99564466 9.6732745 | 10.3267255 46) 
15 | 9.6299890 | 9.9563870 | | 9.6736020 | 10.3263980 : 45 
16 | 9.6302568 99563274 | | 9:6739204 10.3260706 , 44) 
17 | 9.6305 243 | 9.9562678 | | 9.6742566 ; 10.3257454| 43] 
{18 | 9.6307917 | 9.9562081 | | 9.6745836 | 10.3254164 ag 
19 | 9.6310589 Pages 9.674910F§ | 10.3250R05 ; 
20 | 9-6313258 | 9.936086 | 9.67§2372 | 10.3247628 
9.6315926 | 9.95 60287 5 | 9.6755638 | 10.3244362 ; 39 
9.6318591 | 9.9559689 | | 9.6758993 | 10.3241097 3 : 
. 9.6321255 | 99559089 | | 9.6762165 | 10.3237835 
24. | 9.6323916 | 9.9558490 9.0765 4.26 103234574 [36 
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26 | TEA 9.0§§ 7280 | 9.6771944 10.3228056 |34 
27 | 9.6331889 | 9.9556688 | 9.0775201 | 10.3224799 33) 
‘128 | 9,6334542 | 9.95 56087 20778456 10.3221544 
2941 9.6337194 | 9.953548 | | 96781709 } 103218291 3) 
30 1 9.6339844 | 9.9554882 — -3215§039 
Sin, 640! ae Tang 64. I, 


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10,3208540 
10.3 20§ 292 
10.3 202047 
10.3 198802 


10.3 195560 
10,3192318 
10.3 189079 
10.3 185840 
10.3182694 


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10.3172902 
10.3 169672 
10.3 166443 


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10.3147099 
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. Sere 9.95 35985 emt 10.3114977 59 
2 | 90423596 1 aera, 9.6888227 | 10.3111773 | $8 
3 | 96426182 | 99534751 | | 9-6891430 , 10.3108570 | 57 
4. | 9-64.287065 29333505 | 9.6894631 | 10.3105369 } 56 
5 ae 9.9533515 | 9.6807831 | 10.3 102169 | $5 
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7 | 9.6430504. 9.9532278 9.6904226 | 10.3095774 | 53 
nS 9.64.39080 9.9531658 9.6907422 | 10.3092578 | 52! 
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9.644426 | | 99530478 fe testes 10.3086191 |! so} 
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9.64493 65 | 9.9529175§ | s.og20189 10.3079811 14 
i 9.6451931 hdoeeses; | meh | 10.3076622 4 
9.6454496 | 9.9§27931 9.69265 65 | 10.3073435 
a 9.64.57058 ig st 9.95 27308 | aeseersa 9.6929750 | 10.3070250 ii 4 
6 Wletesers 9.9§ 26685 9.6932934 | 10.3067066 , $ 
17 | 9.462178 | 9.9526061 9.6936117 ; 10.3063883 | 4 
18 | 96464735 | 9.9525437 | | 9.6939298 | 10.3060702 a2 
19 | 9.0467290 9.95 24813 | 9.6932478 1©.3057§22 
20 eA aes nas 9.9524188 | | eich 10,305.43 4.4 le 
9.6472395 | 969523562. pg cae 3 
9.6474.945 | 9.9522936 1 | 9.6952009 ¢ 10.3047991 | 3 
: 9.64.77492 9.922310 | 9.6955 183 | 10.3044817 
9.6480038 | 9.9§21683 


9.69583 55 | 10.3041 645 36 


25 9.64825 82 | 9.9521055 | P.SSGR5 27 10.303847 3 | 33 35 
26 '9.6485124.| 9.9520428! | 9.6964697 | 10.3035303 
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9.6971032 | 10.3028968 
9.9518541 | | 9.6974198 | 10.3025802 


9.6492740 
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41 | 9.6523035 9.95 10956 | 
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48 | 9.6540586 | 9.9506500 
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9.7002628 
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| 9.70152 22,7 
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9.7030946 
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9 6570468 | 9: 9498809 9.707 1659 = 10.2928341 
9.6572946 | 9.9498165 | 97074781 | 10.2925219 | 50 
9.6575423 | 99497521! | 9.7077902 | 10.2922098 | 58 
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i 9.6580371 | 9-9496230 | | 9.7084r41 | 10,291 5859 | $6 
5 | 9.65 82842 | 9.9495585 doi Feb 9.7087258 | 10.2912742 | 55 
| 6 |:9.6585312 9.9494938 9.7090374 | 10.2909626 54 
-| 7 | 96587780 | 9.9494293 9.7093488 | 10.2906512 | 53 
2 | 96590246 | 99493645 | 9.7096601 | 10.2903399 1 52 
9 | 96592710 | 99492997 | | 9-7099713 10.2900287 | 51 
te) | 9.0595173 9294-92349 7939249 | | 97102824 9.7102824. | 10. ORES | SA 
II | 9. 6597634 9.94.91700 | 9.7 105933 4-10. 10.2894067 | 49 
12, | 9:6600093 | 9.94910951 9.7 109041 | 10.2890959 | 48 
13 | 96602550 1 9,94.904.02 | 9.71 12148 7 10.2887852 | a7 
14. | 9.6605005 | 9.9489752 9.7 TIS 254 | 10.2884746 
15 9.6607459 9.9489101 9.7118358 | 10.2881642 
16 is 9.66099II | 9:9488450 | 9.71 21461 | 10.2878539 
17 | 96612361 | 9.9487799 ' | 9.7124562 | IC. 2875438 | 
18 | 9.614810 9.9437 147 9.7127662 | LO. spiel | 
19 | 9-6617257 | 9 9486495 9:7130761 | 10.2869239 
20 | 9.661970I 9948542 | 9.7133859 | 10.2866141 
9.6622145 | 9.9485 189 9.7136956 | 10.2863044, 
22 on 9.66245 86 | 99484535 9.714005 , 10.2859949 
23 | 9.6627026 | 9.9483881 9:7143145 | T0.2856855 
24. | 9.6629464. | 9.9483227 | |. 9.7146237 | 10.2853763 
lay | 9-6631900 99482572  9.7149329 | 10.2850671 | 35 
426 1 9.6634335 919482916 Q7T§2419 | 102847581 | 
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41 | 9.6670647 
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9.6770302 | 9.9443775 9.732652 7 | 10.2673473 | 37 

| 967720640 eevee 9.7329547 | 10.2670453 } 36 
9.0774975 94-42499 9.7332566 10.2667434 | 351. 
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9.07773 09 ; 9.944172§ 9.733554 | 1012664416 : 
9.6077964.2 | 9.9441041 | } 9.733860I | 10.2661399 } 33 
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9.6784301 | 9.9439671 | 9.7344.631 | 10.2655 369 
9.6786629 | 2.043808 | | 9.7347644. |. 10.2652356 | 30 


: 
| 


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| SS 
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| 9.6718468 9.94.5 8677 | I ere ,,19.2740209 59 ty 
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9.6723213 | 9.9457332 9.7265881' | 10.2734119 | §7 
9.6725583 | 9.9456659 ; | 9.7268925 | 10.2731075 | 59) 
9872793? 9.945 5985 | 9.7271967 | 10.2728033 ) 55 
9.6730319 9,6730319 | 9.9455310 9.727500g | 10.2724992 54, 
9.673 2684 | 9.9454636 | | 9.7278048 | Io. ie 153 


9.6735047 | 9.9453900 
9.6737409 aes 85 
9:6739769 | 9.945 2609 


9.7284.124. ! 10.2715876 | 51 
Ee 7287161 | 10.2712839 | 50 


9.6742128 | 9.9451932 | | 9.7290196 | 10.2709804 | 49 
9.674448 | 9.9451255 | 1 9.7293230 10.2706770 | 48 
—9.6746840 | 9.9450577 | 9.7296263 | 10.2703737 | 47 


9.6749194. 1 9. 9449°99 
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| 9.7302325 10.2697075 | 45 


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9.7311410 } 10.2688590 | 42 
9.7314436 | 10,2685564 | 41 
10.2682540 40 


| 9.6753896 | 9.9448541 
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9.7320484, | 10.2679516 | 39) 


Ieineor. : Tang. O1. Mh 


30 | 9.6786629 | | 7347644 te 2652356 
31 1 9.6758953 | 9.9438209 | 1 9.7350656 | 10.2649344. 
32 | 9-6791279 Peete 9.735 3667 | 10.26463 33 
33 | 9-6793602 | 9.9436925 957356677 | 10.2643 323 
34. | 96795923 | 9.9436238 9.73 59085 | 10.264.0319 | 

9.6798243 | 9.9435549 | | o730260) 10.2637307 
36 | 9.68005 60 | 99434861 | | 9.7365699 | 10.2634301 
37-1 9.6802877 | 9.94.34172 | 97308705 10.2631295 
38 Pee Pras | 9.7371709 } 10.2628291 
39 | 9.6807504. | 9.0432792 9.7374712 }10.2625288 
2 fesse 9.6809816 feceene | | 97377714 | 10.2622286 
41 4 9.6812126 | 9.9431411 | ae 10.2619285 
42 | 9.68144.3.4 | 9.94.30720 9.7383714. | 10.2616286 
43 | 9.6816741 | 9.9430028 | 9.7386713 | 10.2613287 
44. | 9.6819046 | 9.9429335 9.73897I0 | 10.2610290 
45 | 9.6821349 | 9.9425643 | 9.7392707 | 10.2607293 
46 | 22365: | soa3r049 | 9:7395702 isin 
47 | 9.6825952 | 99427255 9.7398696 | 10.2601304. 
48 | 2.582825 | 9.9426561 9.7401689 | 10.2598311 
49 | 9.6830548 | 9.9425866 | 9.74.04.681 | 10.2595319 
50 [pesauceaes fas 1 9.7407672 | 1.2592328 
51 | 9-6835137 | 9.942447 =| | 9.74.10662 | 10.2589338° 
52 | 9.6832430 | o2375 9.7413650 | 10.2586350 
53) 9-6839720 | 9.9423083 | | 9.7416638 | 10.2983 362 
54 |egeszes0 | 9.94223 36 9.7419624.'| 10.25 80376 
5 9.08442 97 | 9.9421688 | 9.7422609 | 10.2577 3:91 
56 Pe 9.68455 83 | 9.9420990 | | 9.74.25594 | 10.25 744.06 
57 | 96845868 | 9.9429291 9.7428577 | 102571423 
58 | 9.685 1151 | 9.9419502 | | 9.7431559 | 10.256841 
59 peo 3432 9.941889 3 9.7434540 ‘| 10,2555460 
60 | 9.6855712 | 9.9418. 93 9.7437520 || 10,2562480 

=. a 


Tae. 28. 


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| Sin, 29. | | | Tang. 29. | 
° fom so Se | eee 10.25 62480 z 
t eon sonra. | jar. TO.29F9SOI | $9 
5 | 5.6860267 | 99416791 1 | 9.7443476 | 10.2556524 | 58 
3 | 90862542 | 99416090 | | 9:7440453 | 10-2553547 | 57 
4. | 9-6864816 . 9.94.15 388 9-744.9428 4 10.2550572 | 56 
5 9.6867088 | Le Viaestee | 9.745243 | 10.2547597 | 55 
6 | 9-6869359 | 9.9413982 | soaoye 10.25 44624 | 54 
| 7 | 9.6871628 | 9.94.13279 ! | 9.7458349 | 10.254105T | 53 
8! 9.6873895 | 9.9412575 9.74.61320 | 10.2538680 | 52 
9 sear eass | 9.941871 | 19.7464290 | 10.2§3$710 | 51 
10 sear eas5 | O941I166 | be 10.2§32741 | 50 
Pas, bi eet eae ee hart PROS ate = 
11 | 9.6880698 | 9.94.10461 9.7470227 | 10.2529773 | 49 
12, | 9.6882949 | 9.9409755 | 97473194 10.25 26806 “ 
13 | 9.6885209 | 9.9409048 9.7476160 | 10.2523840 
14. | 9.68874.67 | 9.94083 42 9.7479125 | 10.2520875 
15 | 9.6889723 ; 9.9407634. 9.7482089 | 10.25179TI 5 
16 eRe deen 9.94.06927 | 9.7485052 9.7485 05 2 | 102514948 | 44 
17 | 9.6894232 9.94.06219 9.7488013 | 10.2511987 | 43 
18 | 9.6896484 | 9.9405510 | 9.7490974 TO.2509026 | 42 
19 | 9.6898734. | 9.9404801 9.74.93934. | 10.2506066 ; 41 
20 | 9.6900983 [919404091 | | eae 10.2503108 | 40 
Bat Gate Tie a 
pe epaaias | 969403381 9.7499850 | TO.2500150 : 39 
22 | 9.6905476 | 9.9402670 | | 9-7502806 | 10.2497194 [3 38 
23 | 9.6907721 | 9.9401959 | | 9.7505702 | IO. 24.94238 
24. } 9.6909964 | 9.9401248 9.7508716 | 10.2491284. 
as | 9.691205 9.94005 35 | | 10.24883 31 ro-d083 sl - 
26 9.691445 9.9399823 | 9.75 14622 , 10, 10.2485378 4 
27 | 9.6916683 | 9.9399110 9.7517573 | 10. 24.824.27 
28 | 9,6918919 | 9.9398396 | 9.752023 | 10.2479477 3 
29 ipapungiia 9.9397082 9.75 23472 p 10.2476528 | 31 
30 9.6923 388 | 9.9396968 9.7526420 | 12.2473580 | 30 
Sin, 60. | : Tang. 60. M 


eR eter emma ULAR: COS SENET cee eS 
zs 
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9.69345 34 


9.6936758 
9.593898 1 
9:694.1203 
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IQ | 9.7826301 | 9.9005 294. 9.8821007 | 10.1178993 1 41 
20 | ee 9.90043 31 | 58823e27 10.1176374, | 40 
21 hearer 9.782961 4. 9.9003 367 Nas ees 9.8826246 | 19.1173754 + 39 
22 | 9.7831268 | 9.9002403 9.8828866 | 10.1171134 | 38 
ie scsi 9.90014.38 9.883 1484 | 10.1168516 a 
9. Tisusy5 9.9900472 | | 9.8834103 | 10.1165897 
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43 | 9.7865791 | 9-8982015 9.8883775 | 10.1116225 | 17 
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3 9.8038168 | 9.8871977 | 9.9166192 | 10,0833808 | 28 
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39 | 9.80483861 | 9.8864.663 2 anes 10,081 5802 | 21 
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| §.8106887 
9.81983 25 


7 | 


9.8199761 
22 | 9.8201196 
23 | 9.8202639 
24. | 9.8204063 

25 | 9.38205 496 


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9.8206927 
: 9.82083 58 
28 | 9.8209788 
29 4 9.8211217 | 


"| 


9,8212646 | 


e: = 
Se SASS ASG LSE ROA a ba ae O21 oho RP er ee LDN SLT NTT) 


| Tang. 41. 
9877799 9.9391630 

9.8776700 sar76705| | 9.9394182 
9.8775 601 9.93907 3 3 

9.8774501-| | 9-9399284 
9.8773401.}| || 9.9401835 
9.8772300 see 9.94043 85 
9.8771198 1 | 9.9406936 
9.8770096 9.94.09486 
9.8768993 9.94.12036 
9.8767889 | 1 9.9414585 
9. 98766785 | 99417135 
9. 9.8765680 | 9.94.19684. 
9.8764574.| | 9-9422233 
9.8763468! | 9.9424782 
9.8762361 9.94273 31 
9.876125 3 | 9.94.29879 
9.8760145 | 9.94.32428 
9. 8759936 | 99434976 
9.87579 7 | 9.94375 24 
9. 9536816 9.94.40072 
9.8755706 | 1 9-9442619 
9.8754594.| | 9.9445 160 
9.8753482 | 1 99447714 
9.8752369 1 | 9.9450261 
9.875 1256 §.94.42807 
9.8750142 | 1 9.9455354 
9.874.9027 | 9.945 7900 
9.874.7912 9.94.60447 
9.8746795 | | 9.9402993 
98745679 | | 9.9465539 
9.874456 | 9.94.08084. 


Sin. 48. 


10.0608369 


10.0605 818 
10.0603 267 
10.0600716 |. 
10.05 98165 
10.0595615 | 


10.05 93064. | 54 
10.07 90§ 14. | Me 
10.0587964. 

10.0385415 | 31 
10:05 82865 5 


dt 
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10.0577707 | 48 
10.0§75§218 | 49 
10.0§72069 | 46 
10,0§70I2I | 45 


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10.05 65024. 
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10.05 §9928 | 
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10.05 54.834. 
10.05 52286 
10.0§49739 
10.0§47193 
19.0544646 


10,0§4.2100 
10.05 39553 
10,05 37007 
10,0534461 
10,0§31916 | 


2 | 


Tang. 48. 


\ 


M | Sin41. ai ‘| Lang. 41. 


30 | 9.8212646 | 9.8744561 


a 


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9.94.68084 


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| 
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a ewe eae te 


. 9.8215300 9.8742325 | | 9.9473175 | 10.0326825 


5 3 | 9.8216926 | 98741205 | | 9 9475720 | 10.0524280 | 27 
9.82183 51 1 9.8740085 le aupuone 10,0521735 | 26 
3 | 98219775 9.87 38965 DEERE, | 2paC OU | 9.94808 10 | TO.OSTOI9O | 25 
36 | 9.8224198 9.8737844 | 9.9483 355 | TO.O516645 } 24 
9.8222621 | 9.8736722 | } 99485899 | IO.O$I4101 | 23 
9.8224042*1 9.8735599 | | 9.9488443 | to.os 11557 
9.8225463 | 9.8734476 


9.9490987 | 10,0509013 
9.94.93531 | 10.0§06469 E 20 


40 | 9.8226883 | 98733352 | 


Neo Nor 
Q a 


41 | 9.3228302 9.8732227 | 9-9496075 | 10,0503925 19 

42 | 9.8229721 | 98731102 -9.94.98619 | TO.0fo1381 | 18 
9.8231138 | 9.8729976 , | 9,9501162 | 10.0498838 } 17 

i 9.823255 5 | 98728849 629303705 | 10,0496295 | 19 
9.8233971 | 9.8727722 j | 99506248 | 10.0493752 | 1S 

46 | 9.8235386, 9.8726594 " 9.9§08791 | 10.0491209 | 14 
9.8236800 | 9.8725466 9.95 11334} 10,0488666 | 13 

48 | 9.8238213 | 9.8724337 

49 | 9.8239626 | 9.8723207 


9.9516419 } 10.0483581 | 11 
9.9518961-| 10.0481039 | 10 


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sr j 9.82.424.48 


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59 | 9.8253705 | 9.8711872 | | 9.9541834 | 10.0458166 | 1 
9.8255109 | 9.8710735 | | 9.9544374 | 10.0455626 | 0 
| Sin. 48, Tang. 48. | M 4, 


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9.8280231 


9.8691 301 
9.869015 2 


9.8281619 | 9.8689002 


9.8283 006 


9.82843 93 


9.8687 851 


9.8686700 


9.8285778 | 9.868554 


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9.8289930 


9.82913 12 
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9.8294075 
9.82954.54 
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9.8683 242 
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9.95 97093 


| 9.9600230 
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10.0442925 


| 10.045 3085 


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| 10.04.32767 
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10,0422611 
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10.0417535 
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10.04.12458 
10.04.09920 
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| 10. sapanne 


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10.0394695 
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| 98337833 = 
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9.8477091 | 9.8512464.1 | 9.9964627 | 10.0035373 
9.8478364 | 98511211 9.9967153 | 10.0032846 
9.8479637 | 9.8509957 | | 9.9969680 |. 10.0030319 
9:8480909 | 9.8508701 | | 9.9972207 | 10.0027793 
9.8482 180 9.8507446 9. 9974733 | 10.0025 266 
9. 8483450 9.35061 90 li 9. 9977260 10,0022739 
9.8484720 | 9.8504933.| | 9.9979787 | 10.0020213 
9.8485988 | 9.8503675 | } 9.9982312 ) 10.0017686 
9.8487257 | 9.8502416 | 9.9984840 | 10.0015 159 
9.84885 24 | 9.8501157 | | 9.9987367 | 10.0012633 
9.8489790 9.84.99897 | 9.9989893 | 10.0010106 
9.8491056 | 98498636 | | 9.99924.20 | 10.0007§79 
9.8492221 | 9.8497375 9.996494.6 | 10.0005053 
9.8493586 | 9.8496113 | | 9.9997473 | 10.0002526 
9.8494250 | 9.8494850 10, 0000000 | 10.Q0Q0090 
| Sings. ibe seer ie __ Tange: wae 


28) 


27 
26 


i CE LM OLIN poet oe ROM eee acai ae es ae 
! * DaR Ge ANY ay Sai Om ARDY 


wageanneneneanaanegegn 


Lectori practice Matheftos ftudiolo, S.P. 


eandems quem tabule Sinuums retlorum @ Tangentium ab alizs 

edite, fed praxin paulo faciliorems ; Nams eorum msultiplicationens 
‘per additionem, ch divifionem per [ubtrattionem eo extraltionens radicie 
guadrate per Lipartitionem evitamus, i 


C ANON nofter afuss habetin Triangulorum (pharicorum folutione, 


Ut fi dates tribus lateribus quaratur angulas, erit 


Ut Refangulum fub finibus craruns, 
ad quadxatum Radiis RRs 
lta Rettangulam [ub finibus femifumme triam lateram, & differentia 


inter banc femifammam e Bafin, 
Ad quadratum Co-finus fensianguli quefiti. 


Ut mm Triangalo P ZS, (referenta Polum, Zenith ec Solem ) datts 
lateribua, P S pr. 70, & ZP gt. 38, m. 30, & ZS gr. 40, fi queratur 
angulus P ZS, cujus Bafis off P'S: fummalaterumerit Ste 148, m.30, 
Semsifssmmsa gr.74 m.15) differentia inter femifummam. & bafin, gr. 4, 
m, £5, 

Eiic nos pro quadrato Radi ponimus 2.00000000 Radi duplam, eni 
| addimus 9.9833805 Sinum gr.74, m. 15, 
8.8698679 Sinum gr. 4, mi 14, fient 

38.8532484. Deinde pro rectangulo divi- 

x fore addentes 9.7941495 Sinum gr. 38, m, 


30, & 9.8080675 Sinam gr: 40 facimus 
“seater 196022170, @& auferimuse 38.85 32434, 
R PrP ita reftant 19.2510314. Horum femi/Rs 


eft 9.625 5157 Sinus femiangnli externi or. 
24, m.§8,f.24: & Co-finus femianguli in- 
ee Bi terni gr. 65, m,1, 1.36, G& proinde totms 
_ angels quests eff ex. 130) m, 3, {, ¥2. } “ot 


Quod 


pond 


! or 
Pe) 
he 
dunt a 


_ 


* 


Qurd fi gus pro Sinibus auferendrs addat eorum complementa ad Ras 
dium, non aliaindigebit [ubtrattione ; nt patere potest ex eollatione atrin{d,. 


praxeos 
Gr. M. 
Fo of oh 
38 30 
40 00 
148 30 
74 «19 
04 15 
Gr. M. S. 
24 §8 24 
49 56 48 


20,.0000000: 


9.7941495 
9.8050675 


eer OES 


19,.6022170© 
9.9833805 
8.8698679. 
20.0000000 
38.85 32484 
19,2510314, 
9.6255157 


£20585 05, 
11919325 


9.9833805 
8.8698679. 


19,2510314. 
— 90255157- 


Eadem-ratione, fed majorl compendio folusntur cetera qua quari folend 
in Triangulis fphericts, fine ope Secantium aut Sinunm verfornam, ut plari- 


bus non fit opus ant praceptss ant exemsplss. 


Idem fi defideres in Triangulis reftiliness, adjange noftris Amici & Col- 
lege Henrici Brigit Logarithmos, Nam eo nittsur fandamenso, eodens 
utimmr operandi modo, 


Vale, & fi bac-tibi grata fucrins, pluraa sobis 


2 


FINIS 


S 


in hoc genere expeltas 


cae n, vs che Ke ies ad my "a 
Q : ; erie a 


Sat SSS 


TEN CHILIADES 


O F 
LOGARI EA Ms 
of Abfolute Numbers, from an 

Unite to Ten thoufand. — 


The Ue of the CANON. 


His Canon hath like ufe as the Tables of Right Sines and Tan- 
i gents fet forch by others, but the Practice fomewhat more eafie. 
For keeping co their Rules, and working by thele Tables, you 
may ule Addition inftead of their Multiplication, and Subtraétion in- 
fead of their Divifion: And fo refolve all Spherical Triangles withouc 
the help of Secants or Verfed Sines. : iy 
The like may be done for the Solution of right-lined Triangles, by 
help of the Logarithms of my old Collegue and worthy Friend Mr. Henry 
Briggs (10000 whereof follow.) For both proceed from the fame ground, - 
and {o require che fame manner ef work, as Joften fhew in my publick 
 Le@ures in Grefeam-College: Where Ireft a Friend to all char. are ftu- 
dious of Mathematical Practice, ; 


gle 


2]0.30103900 


{|  I[0.0000000 
3}0.4.771212 


4/0.6020600 
5 (0.6989700 
ee, 
60.778 15 12 

7|0.8450980 


x 8 0.9030900 
9 9.95 4.24.25 


Ses 


IO}I.0@00C00 
. cence | es 
L- 11,1-0413927 
| 12}1.0791812 
13{1.1139433 

| 14\1.1461280 


Ig T.17609I2 
ee | es 
I.2041200 


16 


171. -230448 4 
18) 1.2952725 
19} 1.2787536 


20] 1.2010300 


ses 


| 24)". 
25,1. 
| I 


1.414973 3 
27 |7.43 13637 
2811.4471580 
2.9|1.4623980 | 
30)1.4771212 


3 111.4913 627 
32/T.5OF 1500 
33/1.9185130 
34 1.5314789 


: Nom] Logarithm, = 


Loza rishi. | 
3O0/T.5503025 
37} 1.5682017 


3811.5797836 
910646 
4.0|1.6020600 


eB?) aD) 


es, 


4.1}1.6127838 


2] 1.623 24.93 
4.3{1.63 34684 
44|1.0434527 
45} 1.093 2125 

7 46}1.6627578 
47|1.6720978 
48/1.6812412 
4-9) 1.6901 961 


| -F0]1.6989700 


SS ee 


oe 


re | 
’ 7160033 | 
I 7160033 | 
1672427959 
; 7323937 | 
I 7325937 | 


ld 


52 
F 7481880 
epee 
1.7634280 
1.77085 20 
ae 7781512 
61]1.785 32 
ie I.79 <i 
1.7993 4.05 
4{T. 806180 | 
, 3) 
cole heobins | 
67|1.8260748 
1.8325089 
1.33 88491 


Pi 


|. -35/1. 5440680 | i 2 1.8450@80 


| 
| 
es 


f 


Num. " Logarithm. | Nua] Logarithm, . 
Oe 
| 106/2.0253058 


7111.8512583 
72{1.8573325 } 107 2.0293838 
rf 8633226 | 108} 2.03 34.237 
74)1.8692317 | 109 249374265 
7541, Siti ipl ist encecgaed 
 76/1.8808136 f orrr{2, 045 323 
yi7ak: 8864907 | 112}2.0492180 
78)1.8920946 se 2.95 3078.4 
79|1.8976271 ees 412.95 609048 
2 9030900 | II5{2 *260697 8) 
wet cn Pq ne ee 
1.9084850 | 116|2.0644580 
21169138138) 11712.0681858t 
1.9190781 | 11817.0718820 
: 149242793 1 I19|2.0755469 
1.9294189 | 120/2.0791812 
86 3468) 121/2.982785 
87 1.939593 | 
811.944.4827 + 123;2 -0899051 


124{2.0934217 
I25/2.0969100 


891139493900 
90}1.95 42425 


‘E2212; a 


9147.99 904 nd 126 2.1003705 
92/1.9637878 | 127/2.1038037 
93] 9684829 | T28|2.1072090} 
9411.973 1278 ed ha loy8oQ7F 

 OSTT. 19777236 T30)2.T1 39433 
96/1.98 22712 | -T31(2.t172713}) 
97|1.9867797 | 132/2.120573% 
981T.9912261 7. 13312, 12385 sO! 
QOIT 9956852 | 13412. fot OE 
100/2.0000000 TZ} /7-1303 3371 
IOT3.0043213 sabe | 13612.13353 8d] 
10242,0086002 |. 137|2.1367205 | 
10312.0128372 —-138)2.1398791) 
139|2 1430148" 


104]2.01703 33 
105'2.0211893 
~ Nonnn , 


140!2,1461280) | 


(Num, Doha 
I41/2.14.92191 
14.2}2.1522883 | 
14.3 |2.15 53360 | 
14412,1§83625 
14g rien 
14.6|2.1643528 

147|2.1073173 
- 14812.1702617 
|. 149}2.173 1862 | 
| I§0j|2.1760912 


| 

ei “ast. es bers 
1. 1§212,1818436 
: 193 2.1846914 
1412.18.75 207 
19 512.5903 317 


-19612,1931246 
-157|2.1958996 
T58)2.1986571 1 
199/2.2013971 
160}2,204.1200 


e 2.2068258 
-, 162|2.2095 150 
| 163}2.2121876 
164}2.2148438 
(165 2 a7atso| 
166|2,2201081 
167 |2.2227164. 
168)2.225 3093 
169|2,.2278867 | 
170/2.2304489 I 


ese 


eee 


ZI Bo EbaOGs 
17212.23 55284 
173 |2.2380461 

hed manners 

'175'2.24393 80 


ISI 


 T9O}2. 


ee 


eenetae eee 


eas 
201)2. 3031962 
20212. 3053513 
2.03 }2.3074960 
—204/2.3096301 
205{2.3117538 
206!2.3138672 
207 |2.3159703 
208}2.3 18063 3 

 20912.3201463 | 

§21012.3222193 


PrN Num. t 1 Logarithm. 


176!2.245 5 126 | 
177 |2.2479732 
178|2.2504.200 
179 es ed 
180] 2.255272 5. 


2.2576786 
182|2.2600714 
183/2.2624511 
1842.2648178 
185|2.2671717 


186 
187/2 
188 
18gi2 


23 BRINE S 


= 
at 
pias 


2. 274i$78 
2.2764618 


2787536 


-191|2.2810333 
192|2.283 3012 
193|2.285 5573 
194|2.2878017 
195 |2.2900346 


oe. 


196 


197 
198 


2.2922§61 
2.2944602 
2.296665 2 
2.29885 31 
.3010300 


een! 


223 |2.3483048 
224) 2.3502480 
225 [203521825 


Num. Logarithm. 


211 ie 
ig 2.3263 358 
342. 3283796 | 
bra 2.3 304138 
215. aoa 


eae 


216|2.3344537 


217}2.3 304597 


218|2.3 384565 
219|2.3404441 
220) 2.3 424226 


22112.3443923 
222/2.3463530 


226]2.3541084 
227|2.3560258 
.228/2.3579348 
229|2.3598355 
230|2.3617278 


2.3636120 
2.3654880 
2.3073559 
2342. 3692158 
23512 3710678 


231 
232 
233 


237|2.3747483 
238:2.3765770 
239|2.3783979 
240]2. 3802112 


verses 


24112.3820170 
| 24212.3838153 


Stal 
: 
236)2. 3729120 
si 
| 


2.43 |2.3856063 


24412.3873898 


245'2.3891660 | 


”~ 


Num] L 4. | Num] Logarithm. 
24.6|2.3909351| 
247 |2.3926969 
2482.3 944517 
2491203961993 
250/2.3979400 }- 


AD, CANOE SY), 


25 1)2-3996737 
25 2|2.4014005 
253 [2-403 1205) 
254/2.40433 37) 
25312-4065 402 
2.561 2040823.99 
257 | 2-40993 31 
255) 204116197 
25 9| 204132097 
2.60|2041497 3 3 
261124166405 
2.62|2.4183013 
26312.4190557 
264/2.4216039 
265 |2.4232459 
266)2.4248816 
267 \2.4265 112 
268]2.4281348 
269|2.42975§23 
| 270124313637) 


Settee eed 


271|2.4329693 
272|2.4345689] 
273 )2.4361626) | 
274|2.4377505 
275 |264393327) 
276124409091] . 
277 |2..4424797 | 
27812.444.0448] 
27926445 6042\ 
280!2.44715 80 ‘ 


be es 
x 

ss 

= 


309}2.48995 85 


=3.1312.495 5443 


—{ 31512.4983 105 


Nom | Logarithm. 
281| 1.4487063 


282] 2.4502491 
283} 2.45 17864 
284) 2.4533 £83 
28512. +5 48448 


2.15 63660 
2.457 8319 
724593925 
2809/2. 
2974 


286 
287 
288 


| 

BOL is 
292 
293 | 2.605676 

: 294} 2. 


295 


296 
297 
298}2. 
299 
3.00}?. 


304)? aye ar | 


“ 


306) 2.4857214 
307] 2.4871384 
o5}a899385 


310]2,4913617° 


oe 


3.11}254927604 
312)2.4941 546 


- 314}2.4969296 


Nom | Logarithm, 
3 16| 2.499687! | 


en ets 


340 


317] 2.5O10F93 
318} 2.5024271 
3 19] ?.$937997 
320 eye 


_———— | oe. 


321 
322 
323 
324 
325 


2,;0650F5O 
2.5078559 
2.592025 
2.J 105450 
2.511883 3 


F261¢ 
327 
328}? 
329 
330 


“puaai76| 
2.5 145477 
5138738 | 
2. SI7I9S9 
5185138 | 
2.5 198280 
2.521138! 
2.5224442 
2.5 237404 
2.520448 


331 
332 
333 
i Gy 
335 


336 
337 
335 
339 


2.5 263393 | 
2.3 276299 
2.5289167 
2.53 01997 | 
sssza7io| 375 


"5327544 
342) 7.5 340261 
3431 2.5352941 
344) 2.5 365584 


341 


355|2.5378191 


34612.5 390761 
347 | 2.5403 295 
348)2.5415792 
349) 2.5428254 
39012.5440680 


| 
9076 | 
| 


Num.| Logarithm. 


SS 


367 
368 


351}2.545 3071 
35212.5405 426 
333| 25477747 
354] 7.349003 3 
355 |2.5502283 


ee 


356) 2.5 314500 
35712.5526682 


339) 2-5 330944 


360/2.5503025 


a ee 


301); 2.55 75072 
362) >.5587086 
393} 2.5599066 
364) 7.561 1014 
SOS }2+50729 29 


?.5634810 
2.5046661 
2.5658478 
369|2.5670263 


366 


370|2.5682017 


i , 


371)2.5693739 
372} ?.579§429 
373)2.5717088 
374] ?.5728716 


37512-37403 13 


376)? 25751878 
377| +5793413 
378)2-5774918 
379|2.5786392 
380] 7.§797 836 


381'3. 3.5809250 
382/2.5820634 


333) 2. 5831988 


384] 2.5843312 | 
385) 2.5854607 
Nanun 2 


| 


sab a 
| 
| 
ss BS 


Num.| Logarithm.” 


Shane 


387/2.5877110 
388)2.58883 17 
389} 7.5899496 
390)2.591 0046 


386 ee 


392 tad 
39212.5932861 
393 12.394.3925 
39442.595 4962 
993 2.5965971 
eee 2.597695 2 
3972.5 987905 
398]2.5998831 
399|2.6009729 
40012.6020600 


L 
40112,603 oe 
4.02|2.6042260 
403 [2.0053 050 
4.04]2.6063813 
405 }2 a 


metal 


4.0612.6085 260 
497 |2.6095944 
408!2,6106602 
499), 2.6117233 
410)2 .6127838} 


411|2.61738418 
412|2,6148972 
413)2.615 9500 
4.14/2,.6170003 
4.15|2.6180481 


4.16)2,619093 3 
417|2.6201360 
4.18]2,.6211763 
4I A AaGaRZ140 
420!2.6232493 


—- 


Num, eee: 
491|2.6910815 |. 
4.92|2.€9° 9651 
49312.6928469 
4.94|2.6937269 
495 |2.694.6052 


{N un] Logarivbm, Num.y Logarithm. | 
42 2.024.282 1 456|2.6589648 |. 
| 4.22)2.625 3124 | 457|2.5599162° | 


Num. Ten 


520 2.7209857 
| 5271|2.7218106 


5 28]2.7226330 
529)207234557 
530|2.7242759 


a 


4.23) 2. Beers, 458 [2.660865 5 
| 4.2412.6273657 | 459]2.6618127 
1 425(7.6283889 | 460/2.6627978 
46112.5637009 
462|2.664.6420 
4.63 2. 6655810 
| 429 Reena. | 464'2.6665 180 
| 4.20|2.63 34.684 | 465 |2.6674529 


4.201}2.6294006 

shan 2,93 394279 §32/2.72591 16]. 
5 33 [207267272 
5 34:12072754.12 
5 35 |207283 5:38 
536257291648 
537 |27299743) 
5 38/2.7307823 
§ 39|2.73 15888 
5409]2.7323937 


496|2.6954817 | 531)207230045 


49912 ohisoe 
$00}2.6989700 


| 46612.6683859 | 501]2.6998377 
4.67 12.0693 169 | §02/2.7907037 
| | 468 |2.6702458 | 50312.7015680 
43412.6374807 | 4.691/2.6711728 | 5 04|2.7024.305 
435 |2.5384892 ss 4,70}2.6720978 | $0$|2.7032914. 


ee 


$06] 2.7041 505 


5411 2.7331973 
397 |2-70§0079 | $4212.73 39993}. 
$08|2.7058637 | $43)2.7347908 
509|2.7067178 | $4412.735 5980 
§10}2.7075702 | 455 12.7303 9065) 

511}2.7084209 | §46:2,7371926 

512/2.7092699 | §$4712.7379873 

§13/2.7101174 ) $48)2.7387805}- 

314/2.7109631 | $49)2.7395723 

51§)2.7118072 | §§0)%7403627 


471 12.67 30209 
4.72 12.57 39420 
4.732.074.8611 
474]2.6757783 
473 |2-0760936 


437 
BaG 2. 5ATA7 41 


439|2.6424645 
Panes 2694.34.527 


Rewer 


Orr 2.54443 86 
442/2.6454223 
44.3 /2.94.04037 
(A442, :94.73830 


4.76)2.5776069 
477 2.0785 184 
- 47812.6794279 

479}2.6803 355 
480}2 ait: ai 


445 \2.6483600 


ae See 


447|2.6§03075 | 482|2.6830470 | $17|2.7134905 | $52\2.74193014 | 
448}2.6512780 | 483)2.6830471 | §1812.7143207 | $5312.7427251 
449 }2.0522463 | 484/2.6848453 | $19]2.7151673 | §54|2.7435008| 
mabe 2.6532125 | 485/2.68574.17 | 920 2.7160033 | $5512.744293 


446 Fee Se rasasatieyr J 16}2 7 | SST2.7417§16) 


————— 


43612,6866363 2.7 4.50748 a 


last 2.6541765 26541765 | 486 _— -$21)2.7168377 | 556 
4.52)2.6551384 7 487/2.6875289 | i92212.7176705 | $5712,7458552| 
453{2 ig bodes 48812.6884198 7 ‘$23)2.7185017 | °§58'2.7466342) 

45412.6579598 | 4389/2. 6893088 | §2412.7193313 | $§912.7474118 
455'2.05 30114. ty -490/2,5901961 | §25'2.7201503 |! +360 2.748180} ‘ 


| 


“$77 


Num. umn] im] Logariebmn. 


561 |2.7489628 
§62]2.7497363 
5 63|2.7 505084 
564] 2075 12791 
95 |2.75 20484. 
566] 2675 28164, 
367|2+75335830 
568|2.7543483 

569}2- 7551123 
570 2. 7538748 


Pat LOPE ey 
$7 1)2:7566361 | 


§ 72127573900 
57312-75815 46 
574|2-7589119 
nize itedegeidl 7596678 


2.7604.225 
2.7611758 
2.7619278 
2.76267 85 
2.7634280 | 


370 


578 
579 
5 So} 2 
581 
582 


2.764.1761 
2.7649230 + 
§83 |2-7656685 
584! 2.76641 28 | 
‘585 {2.767 1558 


"586 2.7678976 
, 987 |2.76863 81 
§88|2-7693773 
$89|2-7701153 
59° 2.77085 20 


Sort 2.7.7 15875 
592): 2 .77 23217 
§9312-7739547 
§9412.77 37864. 
595. 2-7745.169 


| 


=e 
| 
| 


aad 
| 
| 


625 {2.795 8800 


Num] Logarithm, 


§96|2.775.2462 | 
5 97 |2-775 9743 
§9812.7767012 
599|2.7774268 
600|2.7781F512 
601 
602) 
603 
604}2 
605 
60612 .7824.726 
607|2.783 1887 
608|2.7839036 
a .7846173 
61012 nil ona 
611{2.78604.12 7 
612/2.78675§ 14. 
613 12.7874.605 
614|2.788 1684 
iia 2.7888751 | 


2.7788745 
2.7795 905 
12.7803173 

-7810369 
2.78175 54. 


61612.7895807 
617|2.7902851 
61812.7909885 
619|2.7916906 

620,2.7923917 

621/2.7930916 665s | 656 
622|2.7937904 
623 ,2.7944.880 
624|2:795.1846 


627|2.7972675 
62812.7979596 
629]2,79865 06 | 
630!2.7993405 


62612.7965743 


“ ee, 


Bay SS eh Tae Gages 


631 2 ay 
632|2.8007171 } 
633/2.8014037 
63412.8020892 
635 |2.8027737 
636)2.8034571 

63712.8041394 
63812.8048206 

639|2.805 5008 - 
64.012,8061800 


7 ee, 


641 


'2.8068580 Ls 
642/2,.8075350 
643|2.8082110 
64412.8088859 | 
645 12.3095 597 

64.6}2.8102325 | 

647/2.8109043 

648)2.8115750 | 

64.9/2.8122447 

650/2.3129133 | 


— 


652)2.8142476 | 
65312.81491 32 
65 412.815 $777 
O55 12 pe nS 


| 


O51 eee | 


2.$169038 
7 2.8172654 | 
658 ie 8182259 | 
6592 8188854. 
6060/2 ZOOS ID 


66% 2 Heo s0R, b 
66215 8208580 | 
©6312.8215135 
664/13 .8221681 | 
665!2.8228216 


667|2.824.1258] | 
- 668)2.8247765: 
669}2.3254261 


— 670}2.8260748} : 


eo —ee 


671|2.8267225] . 
212.827 3693 
67312.82801§1 
674. 2.82865 99 
675§/2.8293038]} 


ae 


676|2.8299467 
677 |\2.8305887 

678]2.83 12297] 

679/2.33 


680)2.83 25089 

6812.83 31477] . 
682'2.8337844F 
ese 


saa 2.8388401f | 


e691 ze 8304780 | 
692|2.84.01061} - 
69312.8407332] 
69412.84.13595 
pete 2.8410848 


“65613 2 Biddge 
7697|2.84.3.2328 
698} 2.843 8554 
699|2.8444772 
700!2.8450980] 


Num Tum | Logariibm Mle um.| Logarithm. Num. -J Logarithm. | 
736|2. B668 798 77412.8870$44.1 806/2.9063350, 
737| 28674675 | 772|2-8876170; 807|2.9068735 
738 28580564 | 773|2.3881795 | 808]2.9074114] 


739| 28686444 | 774]2.8887410] 805] ° a 


701(|2.84.57180 
70212.3463371 
703)7.346955 3 
ips 704|2.8475726 
705/2.8481891 | 


740)2. 8692317 | 775 (28893017 | 81012.9084850 
BY 776 28898617 8111729090208 
742| 28704039 | 777}2-8904210| 812]2.9095 560 

8500332! 743(2.8709838 } 77812.8909796 | 81312.9100905 
Bs 8064.62 | 74-4) +: 8715729 | 779 2.8915 374. S142. 9106244 


fost 3.8698182 


706|2.3488047 
707 {2.349494 


708{2 
} 799 


710|2.8y12583 | 745|2-8721563 | 780!3.8920946 | 815|2.9111576 
711 {2.35 18696 74.6] 2.8727388 | 781}7.8926510] 816 2.911690! 
71212,3524800} 747|2.8733206| 782/2.8932067) 817)/2.9122220 
71312.3530805 | 748]2.8739016 ! 783]2-8937618 | 818/2.9127533 
'71412.3536982 | 749)2.8744818 | 784!2.8943161 | 819)2.9132830f 
7151249543060 | 750/2.8750613 785 |?-8948696 #29) 2.91381 38 
7F16\2.3§49130] 751 28756359 | 786|2.3954225 prey 2.914343 1 
717 |2. ae 752{2.8762178 | 787 2.8959747 1 822)2.9148718 
“718 24356124 753128767959] 785)2.8965262 | 823)2.91539908 
734| 28773713 1 789|2.8970770 | 824]2.9159272 


825]2.9164539 
826!2.9169800 
827] 2.91 75055 
828) 2.9180303} 
829|2.9185545 
P32 ‘2 4919071 


420 2.8573 325 755}2 2.8779409 790} 3.8976271 


721)2.8579353 } 791 
722|2.3585372 4 7397|3-8790959 | 792 
| 758 | 793 


< 
eee 


756)2 28785218 


2.8981765 
28987252 
2.8992732 


723|2.3591383 
2.8998205 


| 7241763597387 
725 12.8603380 | 


759|2.8802418 |, 794 


782 2.88081 36 795 2.9003671 


72.612.86093 66 or 2 28813846 
72712.8615344 oe 2.8819§50; 797/2.9014583 
72812.8621314.| 76312.8825245 | 798)3.90200a9 
s dee 2.8627275 | 76413.88309033 | 799]2.9025468 


832] 2.9201233; 
83312.9206459 
83412.9211660 
835 |2.9216 865 


; 
| 
: 


ane | 831 2.9196010 So kanaten 


2.363 3228 ci 2.8836614] 860] 2.9030900 
73142, 8639174 | 766 28842288: 8o1!2 9036325 | 836 2,92.22063 
732(2,8645111 |, 767|2.8847953 | $02|2.9041744 | 837]2 9227254 
| 73312.865 1041 768]/2. 855365 | 803)2.9047155 | 838/2.9232440] 


769\2.8859263 | 80412.9052560 | 839}2 .9237620} 


734) 2.8656960 
77012.8864907 | 80512.9057959! 840] 2.9242793 | 


735 2.8662873 


“a Logarithm, 
es 2-9247960 | - 
EG 2.925 3121 
84.3 |2. 9258276 | 
i 844 sptior| Se 


84.5 12.9268 567 
846}2.9273704 
847|2.927883 4. 
84812.9283958 
4 84.912.9289077 


850/2.9294189 


85 142.92992 96 | 
~ 8F¥ 212.9304.396 
85 3/2.9309490 
pce Ree 
f Baie 9319661 | 


856 


857 
858 


2.9324738 
2.9329808 


2.9334873 


859]2.93 39932 | 
.360]2.9344.984. 


861!2.9350031 
862 12.935 5973 
863 12.93 60108 
$6412.93 65137 
865 12.9370162 | 


867/2.9380191 
868!2.9385 197 
$69}2.9390198 
870}2.9395 192 


emeetateeeniemedtl 


ences = 


87112.9400181 
872)2.9405 165 
873|2.9410142 
874/2.941 5114 
87512.9420080 


i 

(i 

it 866|2.9375 179 
i 

‘| 


persion | Nowe 3 iaeanibes? 


876'2.94.25041 
877\2.9429996 
87812.9434945 
879)|2.9439389 
$So0]2. 9444827 


§81|2.9449759 
882/2.9454686 
883 12.945 9607 
884/2.94645 23, 
885|2.9469433 


=e 


88612 9474337 
887 |2.9479239 
§88]2.9484139 | 
889|2.9489018 
899} 2.9493900 


Ssntuaneneneny 


891|2.9498777° 


892}2.9503648 
893 }2.9509514. 
894) 2.9513375 
895}2.95 18230 
896;2.95 23080 
897 12.0§27924 
898}2.95 32763 
899|2.9§ 37597 
900 12.95 424.25 
901|2.9547248 
902|2.95.5 2065 
903 |2.95 56877 
904/2.9561684 
9051 2.9566486 
906) 2.9571282 
907 |2.957607 3 
908}2.9530858 
909|2.9585639 
910!2.9590414 


Num. Logarithm. Num. Logarithm. | 


| 


| 


| 
| 


| 


| 


ee: | ah 
| 
| 


OTT {2.9595 184 
91212.959994 
913 }2.9604708 
914)2.9609462 
O15 |2.961 4.211 


a 


916|2.9618955 
917|2.9623093 
91812.9628427 
919|2.9633155 
920|2.9637878 
921(2.964.2596 
922|2.9647 308 
923 12.9065 2017 
924|2.9656720 
925 (2.9661417 


926/}2.9666I110 
927|2.9670797 
928 12.9675 480 
929|2.96801§7. 
930/2.9684829 
93142.9689497 
932|2.9694159 
93312.0698816 
934) 2.9703 479 


935 12.9708116 


93612.9712758 
937 |2.9717396 
938 2.9722028 
939| 2 shirt 
94:0| 2.973127 


941'2.97 35806 
94212.9740599 
943 12.9745 117 
94-412.07497 20 
945'2,97543 18 


i a 
| 
| 


clot Ba 
| 
| 


94.0|2.9758911]. 
947 |2.9763500 
948 |2.976808 3 
94.9|2.977 2662 
950'2,9777236 
951/2.978 1805 
95 2|2.9786369 
95 312.9790929 
95 412.9795 484} 
955 |2.980003 4 
95 6)2.9804579 
957|2.9809119 
958) 2.9813 655 
959\2.93818186 
960) 2.98227 12 
961/2.9827234] 
962/2.9831750 
963 12.9836263 
964'2.9840770] . 
965 |2.984.5273 
96612.9849771' . 
967 12.985 4265 |’ 
968|2.9858753} - 
969|2.9863 238) 
97012.98677171 ° 


97112. 9872192 FE 
972|2.9876663 |: 
97:312.9881 128] 


974|2.9885 580}; 
975, 2 idee | 


976 26 
977 2, 


980 2.991 2261} 


Num, -[ Logarithm. 
O8Kkl2 9910099 
982}2.99211 15 
983 12.9925535 
984:12.9920951 
985 2.99343 62 
986]2.9938769 
987 |2.9943171 
985|2.9947569 | 
989|2.995 1963 

—990/2.99563 52 
991'2.9960736 
992|2.9965 117 
993 |2.99609492 
99412.997 3864. 
995|?- 9978231 
996|2 9982593 
997 2.993695 1 

998 2.9991 305 

999|2.9995 655 
[O@0|3.G000000 
IOOI 3.00043 41 
1002|3.0008677 
1003 |/3.0013009 
1004/3.0017337. 

Se -O02 1661 


ES ST es S 


* 


T0006 
1007 |3.0030295 
= .003 4605 


383 / 


1009]3.003 8912 
IOIO 


ee, 


3.0043214 


IOXy 


* 


es | 


101243, oie | 
1013/3.0056094. 
TO14/3.0060379 
LOT$13.5064660 


i Ls 


| 


| 


‘Nom | Logarithm. 
1016]3.0068937 
I01713.0073209 
1918]3.0077478 
TOIQ}3.008 1742 
1020]3.0086002 


ee 


fous 3.0107239 


1026 
1027 13.0115 704. 
1028/3.6119931 
1029}3.0124.154. 
ea 3.0128372 


31}3.0132587 
wee 3.01306797 
103 373.014.1003 
1034}3.0145205 
TO35}3.014.9403 
10363.0153597 
1937/3.01§7787 
1038}3.0161973 
1039/3.0106155 
es 3.01703 33 


1042!3.0178677 
1043 /3.0182843 
1044/3.0187005 


3.0111473 


| 
| 


| 


um.| Logarithm. 
105 1(3,0216027- 
105 2}3.0220157 
LOS 3}3.0224284, 
10§$4/3.02284.06 
nda ic 0232524. 


1 
1056] 3.0236639 


ls 


| 


TOS7|3-9240750 
1058 )3.0244857 


1059/}3.0248960 


T069}3.0253059 


Sy | nee, 


1061! 3, 0257154. 
1062/3.0261245 
1003 |3.0265 3 33 
1064.) 3,.0269416 
ok eed euien 
ro66! 3.0277572 
rae73 0281644 
1068! (3. 2285712 
1069|3.9289777 
1070]3 Une e 
1071 3.0297805 
1072|3,0301948 
1073 /3.0305997 
107413.03 10043 
107513.03 14085 


Senesinedinamimmmmmsten coe 


eee 


3.0025980 1041 3 0174507" 1076}3.0318124 


1077}3.03221§7 
1078130326188 


1079 }3.0330214 


1045 /3.0191163 T080}3.03 34237 


1046 3.0195317 
1047 |3.01994.67 
1048}3.0203613 
1049/3.0207755 


105013,0211893 


| 
| 


meres, 


108113.03 38257 
T082)3.0342273 
1083]3.0346284 
1084'3.0350293 


1085! 3.0354297_ 


| 


8 


| 
| 
| 
| 


| 
| 


um. Tkuniaboa, 
1086 369358208 
1087132936229 
1088/3.9366289 


1090 3-0374265 


——, 


1091} 769378247] 


1092) 209382226 
1093/2.9386201 
1094] 3.9390173 
1095 /3-9394141 
PETS | 
1096 3.0398 105 
1097}3-0402066 
TO9$} 3.0496023 


TIoo 


, 


32941 3927 
TIO1/3.04.17873 
1102/3.0421816 
110313.9425 755] | 
1104|3.0429691 
TIOS|3.04.3 3623 


ee, 


——— 


1106139437951 
1107 |3.0441476 
1108]3.044.5 398 
T109}3.04493 15 
IIIO/ 3.045 3230 
TIIT)3.94§7140 
ata 0461048 
TTI3 3.046495 2 
III4}3.0468852 
ae 30472749 


rite 3.04.76642} 
LIT7/3.04805 32 
1118}3.0484418 
-TII9/3.04883 91 


112013.0492180 


el 


1089}3-9370279 


= 


1099) 3-9409977 | 


' 


| 


O ere aang er 


: 4 


is. 
beeen 


ee 


{I £21[3.0490056 
II 22] 27.0499928 


: Num. Logarithm, 


1123 3.0503797 | 
1 3-05 07063 


ry. Z-OF TIS 25 


1126] 3.05.15 384 
T127| ?.O5 19239 
1528 300523091 
T129| 3-0526939 
1130] 3-05 30784. 
PEST meky 34.626 
1132] 3.05 384.64 
IT 33 3 0542299 

1134 asuets 
113573 3-05 49955 
1136] 3.05 53783 
1137] 3-09 57004 
TI 38) 3-0961423 
[1139 3.05 65237 
1140] 3.0569048 


L141} 3-0572856 j 
1142 oan IH 
114.3 3.05 80462 
TI 4x 2 .0F 84260 
11453. 05 88055 
114.6] 3-0591846 
114.7] 49-0595 634 
1148) 3-0F99419 
|1149|3-0603200 
L150] 3.0606978 
115! 
T152) 
ee 


"06107953 
2.06 xe ,) 
2,061 8293 


115517.0625820 


1188 
1189 
1190 3.075 5470 | 


Num. { Log. aba 


1156 3.0629578 


TI ¥7| 3-063 3333 


1158} 3.0637085 
1159] 3.06408 34. 
1160!3.0644580 


II61}3.0648322 
I 162] 3.065 2061 
1163] ?.0655797 
I164] 3-O659530 
I165] 30663259 
3.0666085 
2.0670708 
1168} ?.0674428 
1169} 3.067145 
1170} 3.0681859 


1171] 3.0685569 


—_———— 


1166 
1167 


eee 


117313.0692980 
1174) 3.0696681 
1175| 30700379 
1176) 3.070407 3 
1177|3.0707765 
1178] 3.071145 3 
1179] 3.071§138 
I 180) 3.0718820 
118113.0722799 
Tak Cate) 
11837? 
1184. 
1185] 


— 


737183 


2,074.084.7 
3.0744507 

3.074.3164. 
op d¥Ris 


1182 
1.87 


| 


EIGZ 3.0089276 | 


| 


Num,] Logarithm, 


I19I]?.0759118 
1192} 3.0762762 
1193] 3.0766404 
TI94} 3.0770043 
L195 |3.0773679 
1196 
T197 
1198 
TI99 
1200 


es 


30777312 
7.075094.1 
?,07 84568 
?,0788 192 
2.0791812 
1201! 3.07954.30 
1202} 3.0799045 
1203 gee OG 
1204] 3.0806265 
1295] 3.080987¢ 


Se ey 


1206] 3.08134.73 
1207 ORL 703 
1208): .0820669 
1209|3.0824263 


| 1211] 3.083 1441 
121213.083 5026 
1213]?.0838608 
1214] 2.0842187 
1215} 3.0845763 
1216] 3.0849336 
1217} 3.085 2906 


.0729847 | 1218) 2.0856473 - 
1.0733 517. | 1219130800837 


1220 eee | 


1221 1221!3.0867156 
3.0870712 
1223 |3.0874.264. 
1224] 3.08778 14 
1225! some ser 
Ooo 


1210}3.082 27854 | 


| 
od 
’ 


; 


Num I Logarithis 


1220 0884905 
b227 13. Orta 
1228]; “peg | 
1229] °.08955 19! 


me 3.089605 1 


i 
Tan 1221]2,0902580| 
1232/3.0906107] | 
Bane eee? 
ea 
1235 


30913151 
phiecbig et 


123 6\c0b Done 
1237|3.0923696 
1235] ?.09272C6 
£239] 340930712) 
1240) 3093 4217 
LL , 
1241] 3.0937718 
1242/3,09041216 
124313.0044711 
1244 3.0945204 
T245 | 3.0905 1693 
124.613.0905 5180 
12471 3.095 8664, 

1248 3.0962146| 
1246 3.0965 624 
T2530; 3.0969100 
1251] 3.097257; 
T2532) 3.0976043 
1253 309790511 
1254) 3.0982975 
12 135 3.0986437 


—— 


6 3.0989896| 
2.0993353 

0906806 
3.1000257 
503.3 10037 7O5} 


8} 2 
4 


1296 
1257 
125 
125 
126 


Nam-.| Logarithm ; 
1331) 3.1241780 1366 pisasor 
1332|3.1245042 | 13671 7.1397685 


Num | Lagarithm, , Num {| Logarithm, | 
1261 |>.1007151 | 1296]3.1 126050 

1262] .1010593 | 1297) 31129400 
12631 2.101403 3 | 1298] 3:1132747 | 1333] 7.1248301 } 1368/3.13 60861 
1264)" .1OI7471 | 1299]3.1136091 | 1334] .125T558 | 1369] 3.1364034 
265 3.1020905 | 1300/2.1139433 | 1 Ay eer3 | 1370] 3.1367206 


j 1266) 3.1024 337 | 1301 3.114.2773 
11267 ]3.1027766 | 1302)°.TI46r10 
1268 3.103 1192 | 13031?.1140444 
1269/3.1034616 | 1304] 2.1152776 
1270} °.1038037 ! 1305|3.11SG6105 
1271] 3TORT4S§ 1 1306] 3-1159432 | 1341) °.1274288 
1272] 3.1044871 | 1307|3-1162756 | 1342) 3.1277525 
1273|3.1048284.] 1308|3-1166077 | 1343|3.!280760 
127.4|3.105T694 | 1309] %-1169396 | 1344 3.1283 993 
1275]3.10¥ $102 | 1310[3-1172713 | 1345;3.1287223 
1276| 3.108507 | 13 11|3.1176027 
1277] 3.1061909 | 1312] ?.1179338 
1278) 2.1065 308 | 1313]3.1182647 
3 
2 


Seana 


— : 
1336| 1258064 
1337)2.1261314 
1336f2.1264561 
1339] 2.1267806 
1340} 3.1271048 


1371 3-13 70374 
1372] 7.137354E; 
1373] 3013767 05) 
13741 3.1379867} 
1375 341383027] | 
1376! 3.1386184 
1377| 2.138093 34 
1378] 3.1392492 
1379] 3.13 95643 
1380)3.1398791] 


oe 


eae 
ee eee 


1381|3,.1401937 
1382] 2.1405 080}. 


1346] ?.1290450 
1347|2.1293678 
1348'3.1296899 | 138313.1408222 
1340)3.1300119 | 1384)3.1411361 
330 ce as 385|3.1414498] — 


1279] 3.1068705 | 1314]?.1185 954. 
1280 3.1072100 


as a 


1281)3.107§4.91 | 1316)3-1192559 


mers 


1315] 31189257 


ee a 


ee 3.130655 3 1386!3.1417632 
1282,|3.1078880 | 1317]3-1195858 | 1352|3.1309767 | 1387|3.1420765 
128313.1082266 | 1318]3.1199154 | 135$3]3.1312978 
128413, 2085650 1.1319] 3.1202448 | 1354) ?.1316187 | 138913.14270221 
1285) 3,1089031 | 1320) 61205739 | 1355 )3-1319393 | 1390)7.1430148] 

128613.1092410 1321|3.1209028 
41287) 2,1095785 | 1322] 31212314 


‘ i 
/ 
5 
etcentteneemne eegeens Sittin neaerentetineenty fn insane ey LL A TS, RN GIS ene 


1388/3,1423895] 


1356] 7.1322597 | 1391|2.14.33271 
13§7] 3.1325798 | 1392/3.1436392) © 
12881 2,1099159 | 132313.1215598 | 1358)3.13 28998 | 1393 21430511) 
1289] 3.1102529 | 1324/3.1218880 | 1359) 2.1332195 | 1394/3.1442628| — 
1290] 3,1105897 | 1325 meres | 1360} 3.1335389 | 139513.1445742| 
| nad OS a ; 
pe 3.1109262 | 132613.1225435 
1292!3,111262§ | 1327}3.1228709 
1293 |3-1115§985 4 1328] 3.1231980 
1294] 2.1119343 | 1329]3.1235250 
1295 |?.1122698 | 1330!3.1238516 


136113.1338581 | 1396)3.1448854] 
1362 3134171 | 1397 7.1451964] ~ 
1363/3.1344958 1 1398/2. 1495071] 
1364) 3.1348144 | 1399) 3.1458177 
1365 3.13§ 1326 | 1400!3,1461280} 


= 


Num. Logarithm. 


— F = — — - = : 
= 
SS rrr SG er sere se Geese IRS EE se enn) SE SO ~ Se CEES etree TSP ROS ORES OR esas Rees 


| 


1401|3-1404381 
1402] 3-14.67480 
1403] 3-1479577 
1404] 31473671 


1405 | 3-1476763 { 1440 3.15 83625 


14.06 
1407 
14.08 
14.09 
1410 


3.147985 3 


301486026 
3.1489110 
}.14921Q1 
3.1495270 
3.14983 47 
3.15014.22 
3-1 504494 
3.13075 64 


1413 
1414. 
1415 
3.1 § 10632 
3-1513698 
3.15 16762 
3.15 19824. 
301522883 


a 
re 
14.16 
1417 
1418 
1419 
1420 
1421 ;3l 525941 
14.22|3-1528996 
14.23 |3-15 32049 
14.24] 7eT§35 FOO 
1425 13-1538149 


14.27] 3-1944.240 
1428) 3.1547282 
1429 3.1 § 50322 
14.30] 2.15 53360 


iene 


1.43 1) 221556396 
143213.15 59430 
14.33 2,15624.62 
14.34/ 3.1565 491 
1435'3.1568519 


71482941 | 144.2, 3.15 89653 


1426 Batis | 


Num.| Logarithm. _ Num] Logarithm. 


14.36|3-1971544 
14.37 |3-1574568 
14.38}3.1§77589 
14.39] ?.15 89608 


eg, 


14.4.1] 3.1586640 


14.4.3 |3.1592063 
144.4| 3-13 95672 
14.4.5 | 3-15 98678 | 


1 4.4.613.F601683 
14.4.7|3.1604685 
1448] 3.1607686 
1449} 3.1610684 
1450} 3.1613680 


1451/3.1616674. 
14.52|3-1619666 
14.5 34% 1622656 
14.54] 3.1625644. 
1455} 3-1628630 
14.561 3.163 1614 
1457 |3-1034595 
14.58] 3.1637575 
1459 693333 | 


7) 


14.60, 3.1643528 


T461}3.164.6502 
1462/3.1649474 
1463 )3.1652443 
44.64|3.165 94.11 
1465 | 3.1658376 


14.66! 3,1661340 
14.67 13.1664301 
1468} 3.1667260 
14.69] 3.1670218 
1470) 3,1673173 


14.71] 201676127 
1472|3.1679078 
1473|3.1682027 
1474) 3-19840975 
14.7§(3-1687920 
14.76|3.1690863 
1477] 3-1693805 
1478 | ¢.1696744. 
$7a| 3.169900 | 
1480] 3.1702617 
1481131705550 
14.82]3.1708482 
1483] 31711411 
1484] 3.17143 39 
1485 |3.1717264 
[| 


14.86 
1487 
14.88 
1489 
1490 


Sees 


1491 


7.17201 88 
A RAO TTS 
3.1726029 
341728947 
3.173 1863 


?.1734776 
1492 BALE 
1493| 2.1740598 
14.94] 3.1743 506 
1495 ;3-1740412 
1496] 321749316 
14.97| 3.17§ 2218 
14.98!3.175 5118 
14.99| 3.175 8016 
1§00|3.1760913 
1§O113.1763807 
1§02]3.1766699 
1§03]3.1769590 
1504) 3.1772478 
1§0513.1775 305 
Oo0o00 2 


Quem oot eee Ce 


Num. Logarithia 
1506| 2.1778250} 

1507] 3.1751132 
1508]3.1784013 
1509] 31786892 
I 510] 3.17890769 
ISI) ’.1792645 
1§ 12]3.1795§518 
1513171798389! 
1514.) 3.1801259 
1515] ?.1804126 


eee, 


1¥ 16131806992? 
151713.1809852 
1518) 31812718 
TV1943-181 557 BF 
1520] 301818436 
I§ 21] 31821292 
T¥22| 3.18241 46f 
1§2313.1826999 
1524] 3.18298 50 
15 25| 3.183 2698 
1526)3.1835 545] | 
1§27|3.1838390 
1528] 3.1841233 
1529] 3.184.4075} 
1530) 3.1846914 
1531] 31849752 
15 32)3.1852588 
1§33; 31855421 
15 34] 3.185825 3 
1§35|3.1861084 
1536 3.1863912| 
1537|3.1866739 
1538] 3.1869563 
1§ 39] 3.187236 

1§4013.1875207 


——_— 


Nom | Sd ith), 
fl 541] °.1378026 
154.2 1880844 
154.312 21883659 | 1s 

(35) 1886473 


41545 /3.1889285 


ene 


1154.6] 3.1892095 
[F547] 3-1894903 
1348[?.1897709 
[§§0] ?.1903317 
S31 armen! 
nee 3.908917 


TS$3/3-091I714 
1954)3-TOT45 10 
£555)3-1917304 | 


eee 


I$ 56] >.1920096 
1§5§7|3.1922886 
1558) 7.1925674 
1S $9(3-1928461 

[1560 aa 


ef rere ey 


11§6113.1934029 
1562] 3.1936810 
j1903 321939590 
1564.) 7.1942367 
156513 1945143 


11566] 3.194.7917 
1567) 3.1950690 
$568) 7.195 3460 
1569} ?.1956229 
1570] 261958996 
EE ae Se 
1§72)2.1964525 
|1§73|3.1967287 
1$741 71970047 
11975! 3.1972806 


Genero 


Peewee ee 


1570 3 lO; y sos 
977 3.197839 


8] 3.1981070° 


pai 3.1983821 
1580! 1986571 
1§81/2.198)319 
1582] 3.1992065 
1§831°?.1994.809 
1584] 3.19975 52 
1§85| 3.2000293 
1586 
15387 
1588 
15% 
1590 


Pere 


1591 


3.2003032 
7.2005 769 
37-2008 505 
7.2011239 
3.20139071 


3-2016702 
1592] 2.2019431 
1§9313.2022158 
1594) 3.2024883 
I¥95| 3.2027607 
15 96)3+2030329 
15.97] 3-2033049 
1598] 32035768 
1599] 3:2039485 
1600) *6204.5 200 
1601|3.204.3913 
1602] 3.2046625 
1603 ; 3.20493 35 
1604| 3.205 2044 
G9) 3.2054.750 


1606 ,3.2057455 
1G07|3.206O0I§9 


1608} 3.2062869 
1609] 3.2065 560 
16101 3.2068259 


| 


=| 


meee Cea 2S: Weta le 2 a ga 


aN Nua on | Logarithm, Dane aL , Nun. Tati Laer Hebo 


loll 42070955, 
1GI2}*.207 3050 
1913] °.2070344 
1614] .2079035 

5 3-208172 5 | 


ET apes 


I616 
I617 


*.20844T 4, 
,2087 100 


| 


1618!3.2089785 | 


1619} 
1620] °.2095150 


meres 


benedanas 
? -2100508 
2.2103 185 
222105860 
3-21085 34. 


1624 
1625 


1626] ?,2111205 
1627] 3.2113876 
1628) 2.2116544 
1629) 2.2119211 
1630)3.2121876 
1631) 2.2124540 
1632|?,.2127201 
1633] 3.2129862 | 
1634/2.2132521 
1635) 3.2135178 
16360) 7.2137833 
1637|2,2140487 
1638! 3.2143139 
1639] *.2145789 
1640 tents 


1641 Holaroue 
1642) 3,2153732 


164.3) 3.2156376 | 


32092408 | [654] 3.21853 


| 


Geom SEY PRE ERE Se ey 


es 


Nun} Logarithm. | 
1640} 3.2164.298| 


1647 (| 2.216693 6 


1648 }3.2169572 
1649] 3:2172206} 
1650) 3.2174839 


——_._. 


ST 
IGS 1| 3.217747] 
1652] 7.2180100! 
165 33.218 


1635}3.2187950 


ee 


165 56132190603 
1657 3-2193225 
1658] 3.2195845 
1659] 3.2198464| 
1660 3.2201081| 


1661) 3.2203696 
1662) ?,.2206310 
1663} 3.2208921 
1664) 2.2211533 
1665 |2,2214142 
1665, 2.2216750| | 
1667 BT, : 
1668] 2,2221960]. 
1669} 3,2224563 
167 


1671] ?,2229764 a 
1672) 3.2232363}] 
1073)3.2234950) . 
107413.2237555| 
1675} 2.2240148) 


1676| 7.2242740 
1677 | 3,2245331 
1678} 3,.22470920 


1644] 3.2159018 | 1679) 3.2250507 
1645'3.2161659 | 1680! 3,225 3093 
eae eal 


| y 


Be Neem 


‘sg. > 


Bt ee 


Num. ADs 

1681) 3.225 5677 
1682] 3.2258260 
1683] 22260841 
1684| 302253421 
POPS 329599 -2265999 


1686 
1687 
1688 


3.2268576 
2271151 
2273724 
1689|?.2276296 
1690} 32278867 


: 

= 
eB eae 
: 


1692| 302284004. 
1693] 3.2286570 
1694] 3.2 2289134 
1695 )3.2291697 


none | ree 


1696] 32294258 
1697] 3.2290818 
1698}3.2299377 
1699] 3-2301934 
1700| 32304489 


I70I 32.2307043 
1702] 322309596 
1703] 3-23 [2146 
1704 3.23 14696 
ee 3.2317244 
1706} 3.2319790 
1707 | 32322335 
17081 2.23 24879 
1709] 3-2327421 
I710 a2 7920 
I7I113.2332500 
1712] 3.2335038 
1713) 3°2337574 
1714) 3.2340108 
1715 12.2342641 


Num.y Logarithm, 


E 
| 


| 
| 


| 


EEE pe NSE EK veneer em 


17 1G/ 342345173 
1717} 3+-2347793 
1718, ge2.3 50222 
1719)3. 23532759 
L72013.235 5202 


eh OP Meee oss boa 


302385479 
2.2387086 
1634) 3-23 90491 
1635] 3+2392995 
16361 2.2395497 
1637|3-2397998 
1638} 3.24004.98 
1639) 3.2402996 
164.0} 3.24.05 492 


+ eee = 


1641} 3.2407988 
1642|.2.2410481 
164.31 3.2412074 
1644] 3.2415 465 
1645 | 3.24.'7954 


1646 
1647 
1648 


1649) 
1650 


3.24.204.4.2 
3.24.22929 
3.2425413 
3.2427898 
3.2430380 


Num.; Logarithm, | 


17511 3.2432861 
175 2} 292435341 | 
1753 Behe 
1754) 22244029 

ee 


ms aE 


aeEN 


177117,2482186 
177 2) 3.2484.636 
1773/3.24.87087 
1774) 3.24895 36 
1775 |3-2491984. 


1779 | 32494430 


1777 |3.2496874 
(778) 3.24993 18 
1779] 3.25 01759 
1730) 3.2504200 


—-_ 


7 


3.2506636 
2} 3-2§ 09077 
oe 3.25 11513 
BA Sd 3-2 513948 
1785!2.25 16382 


Num. [ Logarithm, 
1780/3. a5 )8Gny 
1787/3.252124 

1788] 3.252 bare 
£7.89] 131) 201.03 | 
1790 322528530) 


1806)3.2567177 
1807 |3.25 69582 
1808 5-2571984). 
Hardee 2574386] 
1810) 3.25767 86 

ISI1|3.2579184 
181213.2581582 

1813 /3.2583978 
1814/3.2586373 
1815|3.2588766 


ee ee 


181613,2591158 
'817|3.2593549 
1 1818)3,2595939 
181913,2598327 
1$2013.2600714. 


=&Y 


Num. | Logarithm. 

1821] }.2003099 
|1822] 3.2605 484. 
1823] ?7.2607867 
1824] 3-2610248 


1826] 3.2615008 
pene 2,2617385 
1828) 3.2619762 
1829] 3.2622137 
pede 3.26245 11 


ose 392626883 
183 2] 3.262.9255 
1833] 2.263 1625 
1834] 3.263 3993 
m5 3.2636361 


1836 3.2638727 
18371 332641092 
1838! 3.264345 5 
1839]3.2645817 
1184.0] 3.2648178 
1184113.2650538 
184.2]3.265 2896 
1843 | 3.265 525 3 
1844.1 3.265 7609 
418451 3.2659964. 
1846 3.26623 17 
1847] 3.2664.669 
18481 2.2667020 
1849] 3.26693 69 
1850 name 72 
185 11362674.064 
185 2]3.26764.10 
1853 |3.2678754 
185 4/3.268% 097 
185 513.2683 439 


a | Nam. J aT EE Nun.y BP 


| 


18251 3.2612629 | 186013.2695 29 Boo T es .2776092 


| 


1$56| 3.2685 780 
1857|3.26085119: 
1853)3.2590457 
1859} 3.2692794. 


1861 |3.2697404 
1862] ?.2699797 
1863] 22702128 
1864 342704459 
1865|3.2706780 


Le Re 
18661 3.27091 16 


1867 |3.2711443 
1868] 3.271 3.769 
1869] 3.2716093 
ye 3.2718 416 


teak ee: 
1872] 3.2723058 
1873) 3.2725378 
1874] 3.2727696 
1875] 3-2730013 
1876) 3.2732328 
1877 |3.27 34643 
1878} 3.2736956 
1879} 3-2739268 
iabacl ets Yh 


3.2743888 
1882} 3.2746196 
1883'3.2748503 
1884) 2.275 0809 
ae 3.27§ 3113 


1881 


1886 302755417 
1887 |3.2757719 
1888 |3.2760020 
1889|3.2762320 
1890!13.2764618 


| 


SSD 


~I19I113.2812607 | 


1891) 3-2760915 | 1926|3.2840563 
18.92] 3.2769211 | 1927|3.2848817 
1893! 3.2771§06 | 1928}3.285 1070 
1894] 32773800 | 1929]3-2853 322 
193.0]3.285 5573 
1931(3.2857823 
1932]3. 2860071} - 
1933 |3.2862318% 
1934,|3.2864565 
1935|3-2866810 


1896] 3.2778383 | 
1897) 3.2780673 | 
1898) 3.2782962 
189913.2785.250 1935 
1900} 3.2783536 


See 


[90113.2789821 | 1936/3.2869054. 
1902] 3.2792105 
1903] 3.2794358 
1904] 3.2796669 
1905! 3.2798950 


See 


1938) 3.28735 38 
1939)3.2875778 
ie 3.2878017 


1941 3.288055 
1942) 3.2882492 
1943 13.2884.728 
1944] 3.2886963 
1945 |3.2889196 
194.6}3.2891428 
1947 |3.2893659 
1948 13.2895889 
1949/3.2898118 
1950; 3.29003 46 
1916] 3.2823955 | 1951/3.2902573 
1917| 302826221 | 1952/3.2904708 
1918) 3.2828486 | 1953132907022 
1919|3.2830759 | 195 4}3.2909246 
1920 Rae 1955|3.291 1468 
1921] 3.283 5274. 

1922 ed 


1906] 32801229 
1907] 3.2803 507 
19081 ..2805784. 
1909]3.2808059 
1910] 322810034. 


1912] 3.2814879 
1913|3.2817150 
1914] 3.28194.19 
19151 3.2821688 


a 


1957 13.2915908 
1958|3.2918127 
19§913,29203 44 
196013.2922561| 


1923 |3.2839793 
1924] 3.284209! 
1925 | 2.284.4.307 


| Num] Logarithm, 


1937|3.2871296| 


19§6!3.2913688} 


= ee 
. ae 
3 


7 


Num.{ Logarithm: 
1996|3.3001605 | 203113.3077099 


, Num | Logarithm. | Num. Logarithm. 
196% |3.2924776 


1962\3.2926990 ) 1997)}3.3003781 


. r 


203 2)3.3079237 1 2067/3315 340f 
1963}3.2929203 | 1998}3.3005955 | 203 3]3.3081374 | 2068/3.3 155505 
[196413 2931415 | 1999)3.3008128 | 203413.3083 509 | 206913.3157605 


1965 ]3- aby 


1966/3.293583 5 
[967|3-293 8041 
1968|3.2940251 
1969)3-2942457 
1970} 3-2944.662 
97143 
197213. 


294.6866 
2.949009 
1973 |3-*95 1271 
197413-295 3471 
ai 


1975}3 


teal .29§7869 
soa. 2960067 
1978 |3.2962263 
1979|3.2964458 
1980|3.2966652 
1981)3.2968845 
1982/3.2971036 
1983 |3.2973227 
19841 3.2975417 
1985 |3.2977605 
1986|3.2979792 
1987}3.2981979 
1988)3.29841 64 
1989] 3.2986348 
1990}3.2988531 
1991 |3.2990713 
1992|3.2992893 
11993 13.2995973 
1994|3.2997251 
|1995'3.2999429 


ee 


nn 


2014 


2800}3. 


29 
2002}3.3014641 
2003}3.3016809 
2004.13.3018977 
2005 


ee 


2,3010300: 
= ry7O22471 

eit 
2006)3. 
2007/3. 
2008 }3. 
2009]3.3 
201013. 


3023 309 
3025474 
sees fae 

029799 
3031961 
201113.3034I21 
20121/3.3036280 
2013 !3.30384.38 
3.30405 95 
3.3042751 


Pek i 


fe RAS 
2017|3.3047059 
2018]3.3049212 
2019} 3.3051363 
2020!13.3053514. 


2021/3.305 5663 
2022/3.3057812 
202313.30§99959 
202.4.13.3062105 


20253. sR athmeos 2060 343138672 209§|3.321184¢ 


202.613. 3.3066394 
2027]3. 30685 37 | 
2028|3.3070679 


2029]3.3072820 


2030]3.3074960 
Ce cae aS ea SA RC TE Bg oe 


(tear ce 


3613.3087778 
2037 ,3.3089910 
ibd beset 
2039] 3.300417 

2040 


ne ee 


204113.3098430 


2042'3.3 100557 
2043/3.3102684 


204.4) 3.3 104809) 


2045 |3.3 10593 3 
2046 }3.3 LOgos6 
2047 13.3111178 
2048 13.3113299 
204.9 /3.3 11§420 


2050}3.3117539 | 2085 


ee 


20§ 1}3.3 119657 
205 2/3.3121774 
205 3|3.3123 889 
205 4) 3.3 126004, 
2055 ,3.3128518 
2056/3.3130231 
2057 |3.3132343 
2058/3.3134454 
205 9}3.3136563 


2061 3.3140780 
2062) 2, 314.2887 
| 2063 3.3144992 


29641 3.3 14.7097 


-3 149200 


‘ 


1 3006302 2075|3.31 70181 


513-3085 644. 2073s 03159703] 


2071303161801 
2072]3.3163897 
2.073 3.3 165993 
2074/3.3 168087 


2,076) 3.3172273 
2077| 3.31743 65 
2078} 3.3176455 
2.079) 303178545 
2080) 3.3 1806 33 
2981|3.3182721 
208213.3 184807 
2083) 3.3186893 
2084] 3.3188977 
3.3 IQIO61 


2086!3.3 193143 
2.087 |3.3 195224. 
2.083]3.3 197305 


2089]3.3199384) 
20601 3.3201463} - 


ey 


2091 |3,.3203540 
2092/3.3205 617 
2093} 3.3207692 
209413.3 209767 


—_—_——. 


209613.3213913 
2097 |3.3215984 
2098] 3.3218055 
20991 3.3220124 
210013, 3222193 


2066[3-3 191303] 


’ 


RE er TS AS aE 


ac eaess NGS viresengrverpnen rin SONGS eentenen aenememneanemeiinmenn 
’ 7% 


VR Ye ey ce 


ae ns ee 
43 Wes td) 
wi 9 
43) 


e 
> ah 


ee 


2L01(3.3224260 4 
2102/3.3226327 
2103] 2,3228393 
2104)3.3230457 
) aaa 3.3232521 
2106 33234584. 
2107 13.3236645 
210813.3 238706 
2TO9} 3. 324.0766 
211013.3242825 
2111]3.3244882 
*112)3.3246939 
2113/3.3248995 
2114.13.325 1050 
2115)3.3253104 


I 


{2110)3.3255157 
2117) 3.3257209 
2118! 3.3259260 
2119/3.3261310 
2129/3.3263 359 


ey 


2127'3, 3265407 


2123 }3.3269500| 2158/3.3340514 


2T2413.3271545 


a 3.3275633 


2136}3.3296012 
2137|3.3298045 


2138}3.3300077 


2130|3-3302108 
2140)3.330413 8 


2151 3.3 326404. 

21 52)/3.3328423 
2153 3.3330440 
215413-3332457 
eu 343334473 


215613.3336488 
215§7/3-3338501 


2.159] 3-3 342526 


See 


21613. 3346548 


2171|3.3300598 
2172|3-.3368598 
2173|3.3370597 
2174.43-33725905 
2075 3-3374593 
2170] 3.33765 89 
217713-3378584 
2178)3.3 380579 
2179;3- 3382 A572 


Num. [Logarithm, Num | aaaeitan Num.] ean um.] ean es te ae 


ae 363430055 
2207|3- 34.3 8023 
2208]3-34.39991 
2209] 334419957 
2210133443923]. 
2211 2111343445887 
2212]3.34.47851 
2213 (3-344.9814. 
2214133451776 


2180|3-3384565.| 2215 |3.3453737 


—— 


2181/33 386557 
2182/3.33885.47 

2702 3.3300537 
2184) 3.33925 26 
2185 )3-33945 14 


ee 


2186] 3-3396501 
2187} 3.3 398488 
2.1881 3.340047 3 
2.189) 3-34.02458 ! 
2190} 3-34044.4.1 


21913. 3406424 
219233408405 
2193|3+34.10386 
2194) 3-3412366 
ea) 3+34.14345 


ire 3-3416323 


2216 1.3455698 
221713-3457657 
2218)3-3459615 
2219] 303 4.01573 
22203-34635 30 
2221 |3.3465486 
2222]3.3467441 
2223 13-3469395 
2224]3.3471348 
2225] 33473300 
222613. 3.3475252 
2227|3.34.77202 
2.228/3.34791§2 
2229|/3.3481101 
2230)3.3483049 


ec 


ee, 


223113.3484996 * 


2197/3-3418301 
Eee 3. ie er 


2162]3.3348557 
216313. eeaehe 
2164.)3.3 352572 

2165 )/3.3354579 


212713.3277675 
2128]3.3279716 
| 2129 3.3281757 
2130/3.3283796 
2131/3,3285834 
2132}3.3287872 
|213313.3289909 
|2134/3.329T944 
213515.32¢ 3293979 


i 


ie 303267454. 


212513, “tilde 216033. 3344537 


2233/3. 3488887 
223 4.13.3490832 


Carstensen) 
im) 
| 
10 
Ke) 
W 
wx) 
«fy 
i) 
i) 
i) 
i) 


2232/3. 2 


2236!3.3494718 
223713.3496660 
223813.3498601 
2239|3.3 500541 
224013.3502480 


2201!3.3426200 
220213.34.28173 
abt 323430145 

2204133432116 
| 2205 3.3434086 


Beales 3356585 
2.167|3.3 3585 89 
2.168}3.3 360593 
2169]3.3 362596 
21701 3.3 364597 


4 . 
> mat, -.. end ae 


p [2242 33506356 | 
224.3 | 3-3 508293 


Berets — kite 
Num. | Logarithm, 


“Srnec 


a 


Num.] Logarithm. 
2276| 33571722 
2277| 33573630 
2278] 3.3575537 
2279) 3.3577443 
2280 )3.3579348 


{2241 53508410 | 


22441 3.3510228 | 
2245 | 3-3 512163 
224.6] 3-35 14098 
2247} 3.35 16031 
22.48 | 33517963 
2249] 3.3519895 
2250] 33521825 


(Soren 


2282] 3.3583156 
2283 3.3 585059 
2284] 3.3 586061 
2285] 3.3 588862 
2.2861 3.3590762 
2.287) 2.3592662 
2288] 2.3594560 
2289] ?.3596458 
2290} 33598355 


| 


i 
"6359237595 
3.3925684 


3.3 527613 
$23 529539 
3.353145 


Am 21 JX™_1 
WM™Ppwn we 


WV & ty & tv 
N NM W NN 


ae 


3.3933391 
2257)| 3-3935316 
2258) 3.3 §37239 
225913-3539162 
2260] 3.3 54.1084 


2256 


M4 
Bs 
33-3 004041 
4| 3-3005934 
3| 3-3607827 


Nw NNN W 


2261) 3.3 543006 
2262} 3.3544926 
22631 3.3 546846 
2264) 2.35 48764 
2265 13.355 2082 


3-3609719 
3.361IG6IO 
333613500 
3.3615390 
3.3617278 


Ee 3-3 352599 


22671 3-3554515 | 2302/3.3621053 
2268) 3.3 556430 | 23031 3.3622939 
ee 3-3558345 1 2304./3.3624825 


2270] 3.3 £60259 | 2305 |3.3626709 


ey ee 


2306! 3.3628593 


B27 8933.5 02171 
2.307] 3.36304.76 


2272) 3.3 564.083 
2273 |3.3505994 ) 2308/3.3632358 
2274) 3.356790$ | 2309) 3.3634239 
2275'3.3569814 


3.3619166 


B30 3 0504201 


See aire Pe re SRR, Gee! See I IT NT ae 
+e Ja: ~, Ane ra 4% ¥ “pt 


Num,j Logarithm, 


2311]32.3638000 
2312} 3.3639878 
2313] 33641756 
2314) 3.364363 3 
231513.3645510 


= 


2281 3.3581253 | 2316 


2319 
2318 
2319 
2320 
2321 
24-2)9 
2323 
2324 


| 2325 


2326 
2327 
2.32 

2329 
2330 
2331 
2332 
2333 


?.364.7386 
7.3 64.9260 
23091134. 
2.365 3007 
3.3654880 
303656751 
3.305 8622 
2.3660492 
3-3662361 


3.3664230 


?.3666097 


3.3667964 
*2,3669830 


3.3071695 
3-3073559 
303675423 
3.3677 285 
343679147 


2334] 2.3681008 


2335 


ee 


2236 


2337) 3.3686587 


3.3682869 


| 


| 


Num.] Logarith m. 
234.6| 3.3703280 


2347) 33705131 
2348) 303706081 
2349] 33708830 
2350|3.3710678 


233712526 
2352)3.3714373 
235313.3716219 
2354) 3.3718065 
2355) 3-3719909 


2351 


Sone | 0 cenemeneener mene 


2350|2.3721753 
2357)3.3723596 
2353743725438 
235$9/3+3727279 
23601 2.3729120 
2361] 2.3730960 
2362) 3.3732799 
236313.3734637 
2304) 3.3736475 
2365} 33738311 


2360) 3.3740147 
236713.374.1983 
2368] 2.3743817 
2369) 3.3745691 
2370) 3.3747493 


ee en, ee ee 


. 


3-3684728 | 2371] 3.3749316 


2338) .3688445 


2339] 3.3690302 
2340) 2.30921599 | 2375 


2341) 3.3694014. 


2342) 3.3695869 


23441 3.3699576 


2345'3.3701428 


Ppppp 


237213.3 751147 
2373) 303752977 
2374} 3.3754807 
323756636 


23761 2.3758464 


2377) 43760292] 


2378) °.3762118 
2379) 3.3763044 
238012.3765769 


Num., Logarithm. | 
235113.37075 94 
238213.3769418 
2383)3.377 1249 
2384]3.3773062 
2385 |3.3774884 


2386/3. |: 
238713. 3778524 | 
2388|3.3 780343 

238913.3782161 
2390|3.3783979 
239113.3785796 
239213.3787612 
1239313.37809427 
2394.13.3791241 
2395/3. 3793055 


2396/3.3794868 
23.97 |3.3796680 
239813.3798492 
23.99}3.3800302 
-2400]3.3802112 
2401 33803922 
24.0213.3805730 
| 2403]3.3807538 
424.04/3.3809345 
L 2405/3. 3811151 
424.06 3.3812056 
24.07|3.3814761 
24.08! 3.3 816565 
2409/13.3818368 
241043.3820170 


Sia" Eraeas 
24.12|3.3823773 
24.13 |3.3825573 
2414/3. 3827373 
241513.38290171 


24.16|3.3830969 
24.1.7 13.3832766 
24.1 8)3 
2419 na haGase 


2429}3.3838154. 


Num | Logarithm. 


3834563 


2421]3.3839948 


4.2213.3841741 
24.23 [3.3843534 
242.413.3845 326 
2425)3.3847117 
24.263. 3848908 
2.4.2.7 |3.3850698 
2.428)3.385 2487 
24.2.9 |3.395427 5 
2430]3.385 6063 
243 113.3857850 
24.32|3.3859636 
2.433 13-3861421 
24.3.413.3863206 
2.4.35 |3-3804990 


2.43 613.3866773 
2.4:37|3.38685 55 
24.3 8|3.38703 37 
2439/3- 3872118 
24.4.0/3.3873398 


— =» 


2441 |3.3875678 | 2476|3.3937506 | 2511/3.3998467| 
2512} 3.4000196 a 


24.42 |3.38774.57 
2.4.4.3 13-3979235 
2.4.4.4.13.3881012 


244.6) 3.38845 65 
2447|3.3886340 
2448)3.3885114 ) 
244.9) 3 3880888 | 
2.4.50!3.3891661 


CGE a: pee ee OE ee 


3S ET Sane Tic PRAM Oy INT an 2 LL Ape a 


Num. 


Wiel 


245 1|3.3893433 | 24806|3.3955011 
24§2|3.3895 205 | 248713.3956758 


245 3|3.3896975 
245413.3 898746 


245 513.3900 15 


45 6|3.3902284 
4.57 |3.3904052 
5813.3905819 
45.913.39075 85 
60|3.39093 41 


BR 


es ZQI1I116 


2.462]|3.3912880 
24.63|3.3914644 
24.04.) 3.3910407 
2.4.65 |3. 3918169 


24.61 


Ware 


2466/3.3919931 | 
24.67 |3.3921691 
2468 |3.39234.52 
24.09|3.3925211 
2470}3.3926969 
2471 /3.3928727 
2472)3.3930485 
247 3|3-3932241 
247 4.132393 3997 
2475 )3.3935752 


EEO, 


24.77 |3.3939260 
2478)3.3941013 
24.7913.394.2765 


323946268 
3.3948018 
3 394.9767 
3.395 1516 


24.81 
2482 
2483 
2454, 


2485 3. 3053264 


2.488} 3.3 958504 
2489] 33960249 
2.490]3.3961993 


—ae 5 


oe 


2491) 303903737 


24.9313.3967223 


{ Logarithm. ; Num.] Logarithm. | $i : 
———— 


24.9413.3968964| 


24.95|3-3970705 


3.30724.46 
3.3974185 


2496 
2407 
2498 
24.99) 303977062 
2500)3-3979400 


ee 


2501/3.3981137 
25 02|3.3982873 
2§0313.3984608 
250413.39863 43 
2§05|3.3988077 


ee | eS 


350613.3989811 
2507 13.3 991543 


2.508] 3.3993275. 


250913.3 995 00§ 


ets 


25 13}3.4001925 


2514|3.4.002 65 3 4 
2445 |3.3882789 | 2480/3.3944517 | 2515|3-4005380 a 


os 


251613.4007106| 
2517|3.4008832) — 


2518|3.4010557 
(2519'3:401228 
pe 


3°3 975924} 


2510!3.3996737| 


3.4.0T4005} 


Ire ce = : 


ey 
ce Mae ace ea . 
y * “ 
aa 3 = = Se “ ae si 


125.40] 3-40483 37 


* lag41 


12545 


Num.{ Logarithm. 
(2556/3.4075008 
2357 | 34977307 
2558 Hesse 
2554] 34080703 
2560 314082400 


— 


Num.| Logarithm. 
2521|3.4015728 
2522) 3.4017451 
2523]3-FO19173 
2524] 3-4920893 
25 25 (34022614 


2526] 34024333 | 2501 

2527 3.402605 2 2562 
25 2813+ 4.027771 2563 
25 29|3-4029488 1 2564); 
2530 iat waits 2565 
| 2566/73.4092567 
2567 | 3.4094259 
2568} 3.4095950 
25 09] 3.4.097641 
2970} 3.409093 31 


= 


2571 


3.4084.096 
4085701 | 
3.4.0874.86 | 
74089180 
3.4.090874. 


aoa 


2531 eee 4.03 2921 
25 32] 3-4034037 
25 33 3.4036352 
2534 34038066 
25 35]3-4039750 


—_———_ 


3-4.101021 
2572 POS FO 
2573 7.4.104.398 

2574 314106085 
ees 3-4.107771 


2536} +7041402 
25 37) 3-4+043 205 
25 38) 2-4044.916 
2.5 39|3-404.6627 


BE 


3-4.0§ 0047 
2542|34051755 
254.3 [3-405 3463 
254.4) 34055171 
, 3 4056878 


2977 |3-¢1 T1144. 
25978] 3.4112829 
2579) 3.41145 13 
2580) ?,4.116197 


2570)3.4109459 | 


2546] 34058534 
25.47 |3.4060289 } 2552] 3.41 19562 
25.48! 3.4061994 | 2583! 3.4121244 
2549] 3-4063698 | 2584)3.41220925 


2581 3.4.117880 


25,50] 3.4065 402 | 2555] 3.4124605 | 2620 3-4183013 | 26553 


2586] 3.4126285 
2587] 3.4127964 
25 88} 3.4129642 
2589] 3.4.131320 


2551) 3.4067 105 
255213.4068807 
255 3 13-4070508 
2554] 3-4072209 


2535 13.4073909 


2607 
2608 
2609 
2610 


2612 
2613 
2014. 
2615 
2616 
2617 


2590] 3.4.13 2998 


2591] 3-4134074 
2592) 3.4130350 
2593] 3.4138025 
2594]? 4139700 


a 185 


p4143087 | 
3-4144719 
324140391 
3-4.14.8063 
3.41497 33 


2596 
2597 
2598 


41 1404. 
re415 3073 
3 | 3-415 4742 
ZF 1 FO410 
34158078 


2606 3-415 9744 
3-4161410 
3-4163076 
3.4104.741 
3.41 66405 
2611}3-41 68069 
3.41697 32 
3-4171394 
3.4.17 3056 
3-4174-717 


?.4.176377 
3.4.178037 
3.4.179696 

4181335 


2618 
2619]? 


son 34184670 2656 


2622|3.4.18632 

2623 34187083 ! 
2624] 3.4.18963 8 
26251 3.4191293 


Ppppp 2 


mat un. l Nuw.| Logarithm, | 


Num, | Logarithm. 


Be perp 3-4199557 


2626] 3.4192947 
2627) 2.4194601 
2628/3.4.196254 
2629] 3-4197906 


2631] 3.4201208 
2632] 3.42028 59 
263 3) 3-4204509. 
2634.) 3.420615 8] 
2635 | 34207806 
2636] 3.4200454 
2637] 7.421TIOF 
2638} 3.4212748 
2039) 3.42143 94 
2640) 3.42160391 
2041) 3.4217684 
2042) 3.4219328 
264.3 | 3.4.220972 
264.4.) 3.4222614 
2045 | 344224257 


—— 


ome 


2646) 3.4225898 
2047) 3.42275 39 
264.8} 3.4.229180 
2649] 344230820 


Ape io 


2651 
2052 
2053 
2654) 


74234097 
344235735 
1304237372) 
3 «4239009 

4240645 


_—_—. 


7.4242281 
2057 | 304243916 
2.658) 3.4245 550 
2059) 3.424718 3 


26601 3.4248816 


206113.1250449 
2662 3.4.252080 
2063 suatahts | 
266413.4255342 | 


: un. Seinen | 
2665 


134 A? 


256972 


ue 


2.666 
2667 
2668 
2669 
2070 


3.428 B60n 
3.4.260230 
3-4261858 | 
3.4.2634.86 
3-4.265113 


26713 4266739 
267.2) 3.4268365 | 
2073|3-4269990 
207413.4271614. 
2.075 }3.4273238 


SSS Gene 


Sees 


2670) 3.4274861 
2077) 3.427 6484 | 
fer 3.4.278106 | 
le 34.2.79727 


_ 42680)3 cantar 


Lease 


2031 314282068 
268213.4.2845 88. 
2.683 |3.4286207 
2684)3.4287825 
BP eS 3.4280442 


2686 3.42.91060 
268713.4292677 
2.688 )3.42.94.2.93 
2689]3.4295908 
wee 324297522 


2092 |3.430075 1 
12093 13.4302364. 
2694/3.4303976 | 
2695 '3.4305 588 


I2601 : pee 


rf Na {L 


2695|3.4.3104.19 


ogarithm. 


2696)3.4307199 
2.697|3.4.308809 


2699|3.4312029 
2700 etl iete les 


2701 3-4.315 246 
(2702)3-431085 3 
2703]3.43184.60 
2704] 3-4.320066 
270513 .4.321673 
2706! 3.4.323278 
2.7071 3.4.324883 
2708} 3.4.326487 
2709134328090 
gets 3.4.329693 


= 


(2711)/3-4331295 
(271213-4.332897 
2713 13-4334498 
271413.4.336098 
2715|3-4337698 


——_ 


271613-4339298 
2717] 3.4340896 


2719|3-4344.092 
2729)3.4.345 689 


ee 


(27 1.8} 364.3424.94 


2721) 304347285 
272213.4.348881 
2.723 | 3»4.3504.76 

2724) 3.4352071 
ies 3.4.353665 


Pee ib ron 
2727 )3.4-35685 1 


2.729)3.4.36003 5 
273013.4.361626 


2728} 3 .4.35844.4. 


Num.[ Logarithm. — 


eens Gaerne CS 


27511 3.4394006 P 


- 


2731]3.4303217 
2732/3.4364807 
273 3]3-4.366396 
Bus 4367085 
39 13-4369573 | 


eee 


27 3.013.4371161 
2737|3.4372748 
2738)3.43.74.334. 
273913-43.75920 
274.013.4377506 


es | oe, 


274.1|3.4.379090 
2742|3.4380674, 
2743 |3.4382258 
274-413.43 83841 
2745 |3.4385423 


274.6 
resis 
2748 
2749 
RE 


3.438 
3.43885 87 
3.4.3 90167 
304391747 
Fea ps da 


JOOS 


2752) 3.4396484 


2753|3-4.398062 


275 4|3.4399639 
2755134401216 


ee 


275 6]3.4.402792 
2757134404368 | 
275 ae 4405943 
2759 '3.4407517 
2760|3.4409091 


@or ce OS 


2761!3.4410664 
2762)3.4.412237 
276313.4413809 
2764,)3.4415 380 
2705134441695 1 


2771 
2772) ?4427932 
2773 |3-4429409} 


Num.] Loga rithm. 
27006|3. 4415522 q 
2767\304420092| 
2768|3.4421661| 
2769] 344423229 
277034424798 


=e 


364426365] 


ee 


277430443 1065 
2775 |3.44.32630 


ee 


277613.4434195 


(2777134435759 


2778) 3.4437 322 
2779} 3-443 5885, 
278043 4440448 
2781 |3.4442010 
278213.4.443571 
(2783 13.4445132) 
2784134446692] 
2785344445252] 


-8613.4440811] § 
2787 |3.445.1370| 
2788)3.445 2928) 
2789) 344454485] 
2790; 3-445 6042 
279113.44.57598 
2792|3.4459154) 
2793 3 4.460709 ‘ i 
2794134402264) © 
2795 13.44.3818 
279613 .44.65 371 
2797 |3-4406925, 
2798)3,4468477 
2799)3.4470029 
(280013 .4.4715 80} 


i Yi f i > boss F EF a de aA 7. chic 3 » a ee ue 
Num. \Logarithm,. | 
2906 | 3.46 32056 
2907! 3.46 34450 
2803 |3-4476231 | 2838] 3.45 30124 | 2873]3.4583356 | 2908/3.463 5044] 
2804|3-4477780 | 2839] 3.45 31654 | 2874] 2.4584868 | 2909) 34637437 
2805 |3-4479329 | 2840/3.4533183 | 2875]3-4586378 | le: .4638930 


Num. aoc ae 
2571 [3-45 50332 
2872] 3.458184.4 


sm. | Num{ Logarithm. | 
2:33 6(/3.45 27002 
2837) 3-45 285 93 


e Nam. Ai Logarithm. 
; 2801 | 364473131 
2802 |3.4474681 


2866} 3-4480877 | 2841] 3.45 34712 | 2876]3.4587839 | 2011) 3.4640422 
jeder) 3-4482424 4 2842) 3-4536241 | 2877]3.4589399 | 2912) 3.4642914 
2808} 3.4483071 | 2843] 3-4537709 | 2878) 3-4590908 | 2913] 3.4643405 
2809] 3.44855 17 | 2844] 2-45 39296 | 2879]3-4592417 | 2914] 34644895 
2810] 3-4487063 | 2845 | 3-4540823 3.4.6463 86 


—eey 


es, 
ae 


| 


28380] 34593925 Bee 
2916 


2881174595433 


cee soe 


2811} 34488608 | 2546] 3.4542349 
2812] 3.4490153 | 2847] 3-4543875 ; 2882}3-4596940 | 291713.4649364 
| | 288: 34598446 | 2918} 3.465085 3 
2884 | 294599953 2919/3.4652341} 
2885 | 3-4601458 | 292013.465 3828 
2921/3.46553 16] 
2922] 34656802] 
2923) 3-46582881. 
292413.4659775 
2925] ?.466i1259 


| 281313.44.91697 -2848] °.494.5400 
281413-4493241 1 2849) 3.4546924 
2815 |3-4494754 2850] 3.4548449 


SS eee 


| 


2886] ?.4602963 
3587 | Sho eae 
2888) 3.4605 972 

2889) ?.4607475 
2890) 3-4608978 


285 1) 3-4549972 
2852] 2.455 1495 
2.853 )3-4553018 
2854) ?-45 54940 
2855] 34556061 


2816] 3-4.496326 
2817] 3.4497868 
2818} 3.4499410 
2819] 3.450095 
2820 3.450249! 


rt ry 


2891! 3.4610481 4610481 : 2926) *.$662743 : 


2856}304557582 


2821132450403 1 | 
2857 ss 2892] ?.4611983 


2822] 3.4505 970 
2.52.34 3.4507 199 
5824(- 4508647 
Hees Tee. 


2927] 3.4664227 
2928} 3.4.665721]; 
'2929}3.4667194}' 
2930,7.4668676 


2858}3-4550622 293) 3:4613484 
2850] 3.4562 41 | 2804] ?.4614985 
2860)7.45 63660 | 2895! 2.4616486 


— f2826/3.4511721 aoe ee 344565179 | 2896) 3.4617986 | 2931|2.4570158] 
| 2827] 3.45.13258 2862] 3.4566696 | 2897] 2.4619485 | 29 32/3.4671640 
 Joga8lzas1a704 | 2863| 3.458213 | 2808! 3.462008 | 293312.4673120 
12829|3.45 16329 | 2864) 3.4569730 | 2899 24622482 | 293413.4674601 
= 3.45 17864 | 2865) 3.4571246 | 2900] 7.4623980| 2935] *.4676081 


| 


290112.4625477 1 29361 3.4677560 
2902}3.4626974 | 2937) 304679039 
2.903] 7.46284.70 | 2938} 7.4680518 
2904 $50929908 2939] 3.468 1906 


| 29051 7.4031461 | 2040! 2.468347 


(AS rem me 


283 143.4519399 | 2866'3.4572762 
283213.4520932 | 2867|3.4574276 
283 313.452.2466 2868] 3.457579! 


2834 3.4.523998 | 2869] 344577305 
12835, 3.4525931 | 287013.4578879 


‘\Num. Logarithm. 
2941 |3-40%4950 

12.942] 3.4656427 
294.3 | 3-4687903 


294.4| 3-4089378 - 


2.945 
294.6] 3.469232 

2947 | 4693501 
2948] 74095275 
2949] 3-4096748 
2950] 3-4098220 


3.469085 3 


2951 3-4.699692 
295 213-4701163 
295 3|3-4702634 
PB: 3-4704.10§ 
ee 3-47 95575 


2956 3.470704.4. 
2957| 3-47085 1 3 
2958) 3-4709982. 
2959|3.4711450 
pe 3.4.712917 


emmy | coscmmnnee” 


2961)3.4714384 
2962/3.4715852 
2963 |3.4.717317 
2.964] ?.4.718782 
2965 |3.4720247 


ee a7 21771 
2907 |3-4723175 
2968 | 3.4724639 
2969] 3.4.726102 
a 344.727 564 


2971! >,4729027 
12.972] 2.4730488 
2973) 3.4731949 
29741 3-4-7 334.10 
2975'3.4734870 | 


ik * ef 
Num,] Lagat 

3011 ?.4787708 
3012] 3.47885 50 
3013] 3.4789991 
3 O14, 3.4791432 
3015 |3.4792873 


ee 


Nam, I ‘Logarithm. 

2976] 3.4.736329 
2977| 3-4737788 
2978] 3-4.739247 
2979) 34.74.0705 
2.980 | 3.4.74.2163 


3-4-7957 53 
812.4797192 
479863 1 
34800069 


pilegere 
2983 | 364 174-05 3 3 
ssperaois 


2985 | 3-4.749443 


34301307 
3: 4802945 
3.4804.381 
3.4805818 
3.480725 4 


364752352 
2084 2.475 3806 
2989] 3-473 5259 
Kissa endo 


3026 
3027] 3.4810124 


2991 13.47 58164 
2992}3-4759016 | 
2993 43-4761067 soa8) 4811559 
2994|3-4762518 | 3029/3.4812993 
2995} 3-4763968 oe 3.4814426 


Smeeeeeteeee 


(Hee 


303113.4815859 
3032)3.4817292 
303313.4818724 
3034) 3.4820156 
3035 13.48215 87 


2996 | 3.4765418 
2907 13.4766867 
2998 | 3.4.7683 16 
2.999] 3-470976§ 
30001 3.4.771212 


ee 


3001] 3.4772660 | 3936 8832019 
3002/3.4774107 | 3937] 3.4824.448 
300313.4775553 13038) 3.4825878 
3004, 3.4.776999 | 3039) 3.4827307 
3005 |3-4778445 | 3940] 3.4828736 


3.006 sargoioo| 3081 3.48301 64, 
3007 | 3.47813 34 | 3042/3.4831592 
3008] 3.4782778 | 3043] 3.483 3019 
3009] 3.4784.222 | 3044) 3.4834446 
3010 3.4783 665 304513.483 5873 


3016 | 3.47943 13 


+ Ava Ve” Soho Sean a Wy “ § 
* ag "ee SSeS o 


ad)? 


Nan gaae 

3046] 3.4837200| 
3047 | 34838725] 
(3048) 3.484050] 
3049] 34841574] 

3 050] 3.4.84.2908 
3851 34844422 
3052] 3.4845 845 
3053/7.4847268 
3054] 3.4848600 
3055|3.4850r12} 
305613.485153 

3057)/3.4852054 
305 8) 304854375 
3059)3-4855795 
3060] 3.4857214 


ee 


7.480868g | 3061] 3.485863 3 


3062] 3,4860052 
306 313.4.8614.70 
3064] 3.4862888 
3005 | 3.48643 05 
306613.4865721 
306713.4867138 
3068} 34868554. 

3069) 3.4869969) 
eee 3.4571 384 
ie 3.487 2498 
3072] 3.4874212 
397 3 13.4875626 
3074, 3.4877039 
3075 3.487845 1 


307613.4870863) ; 


3977|3.4881275{ 
307813,.4882686| 
307913.4884007, 
3080! 3.4835 25.507 


4 


en a Legeriihie 

3081|3.4886917 
13082! 3.4888326 
3083| 3.488973 5 
3084. ae hee 14.4. 
3085 | 3.489255 2 


(Seer se 


13086] 3.4893959 


3087] 3-4895 366 
3088 13.4896773 
3089] 3.4598179 
3090}3.43995 85 


oe eee 


3091} 34900990 
3292] 34902395 
3093] 3-4993799 
3094, 3-4.90§ 203 
3095 |3-4906607 


3096] 34908009 
3097|3.4.9094.12 


- 13098 13.4910814 


3099 3-4912216 
3 100} 3.4913 617 


bic 2.4915018 
3102] 3.4.916418. 


-|3103]3-4917818 


3 104] 34919217 
3 10§ }3.4920016 
3106} 3.4.922014 
3 107 |3-4523413 
3108, 7.4924810 
13 109] 3.4926207 
3 110] 3.4927 604 
3 111) 304.929000 
3112|3.4930396 
31%3)3°4931791 
3114/3.493 3 186 
13.115 '3.4.934.5'80 


= 


| 


313313-4959604 
313 4.| 3-4900990 


3143 
3144 


3146 
3147 |3.4978967 
3148] 3.49803 47 
3 149]3.4981727 
315013.4983 


Num.y Logarithm, | Num., Logarithm. 
3116|3.4935974 
311713.4937368 | 3152] 4985862 
3118 34938761 | 3153 3.4987240 
3119]3-4940194 | 3154] 3.4988617 
3120 2 erence ed Na ae 3-4989994 | 
3122] 34944329 | 3157|3.4992746 
31231 2.4945720 ! 315813.4994121 
312413-4947119 | 3159/3.4995496 
3125 3.49485 00 3180: 3.4.996871 


ce ee 


3121|3.4942938 | 3156] 34991370 


3126) 3-4949890 
312713-4951279 
3128] 3-4952667 
3.129] 3-495 4050 
3 130)3-4955443 


3161 3.4998245 
3162|3.4999619 


3 164) 3.50023 65 
3105 3-59°3737 


3 166] 3.5005 109 
3167] 3.5006481 
3168)3.5007852 
3 169}3.5009222 
3170] 2. 5010593 


3131 3.495683 1 
3132|3.4958218 


3135 324962375 


seed -4963761 | 31 ad ee 

37 3.4905 145 | 3172 305 013332 
ae 34960529 | 317313.5014701 
3139|3-4967913 | 3174) ?.;010069 


Bi 
334.0!3.4969296 | 3175) 3.5917437 
3.4970679 

344972002 

3-497 3444 
2.4974825 
3.4970206 


3141 


3176) 3.3018805 
3142 7 


3177] 3.§020172 
3178) 3.5021539 
3179]}.5022905 
3 180] 3.5024271 
318113.5025637 
3182] 3.5027001 
3183 |3.5028366 


3184] 3.502973 1, 


3145 


a nee 


34977587 


| 


385! 2,503 0004 


| 
ae 
: 


| 
fe 


F 


‘Num. ee 

3187/3.5033821 
3188}3.5035183 
3189] 3-53036545 
3 190/3.3037907 


3191|3.5039268 
3 192)3.§040629 


3193 |3- 5041989 


3194)3.5043349 
3195 1304S 


319613. 1 5048088! 
3.197 | 3504.74.26) 
3 163} 3.5000992 | 3198}3.5048785 


3199|3.5050142 


320013.505I F001 


(eo ee 


pote 35052857] 
320213,.50$4.213 > 


3151|3.4984484 | 3186]3.5032458 


320313.5055560h 


3204/3.5956925], 


3205 mutes 


3206 eee 5059535. 
3 207 |3.5060990 
3208|3.5062344 


ae 3.5963 697} 
dishes: 


3211 
3212 
3213 
3214 
3215) 3 


3.5 066403} 
3.500775 5 
3-5 069107} 
30507045 9]. 
O71 8I0} 


eri 5073160 
3217)3 50745115 
321813.5075860 
3219) 3,5077210} 
220! 3.50785 50} 


SAP NS F oa ARCS Way oe Rae ee a 
~ ai esas fol }. ’ 


Mahe ‘ 


3256/3.5126844 | 329112.5173279] 3326/3.5219222 
3257] 35128178 3327|3.52 20528 
3258)3.S1295TT | 3293/3.51 75917 | 332813.5221833] 
3259) 3-5130844 1 3204/3.5177236 | 332913.5223138) 
ae n/a 0 3330/3.5224442) 


3221] 205079907 
sae 25081255 
[3223 | 305 082603 
bs 3.5083950 


Num. Logarithm, | Num.y Logarithm, [Ssae scan eh 


Num.| Logarithm, 
3292) 3.5174598 


[3225 13.5085 297 


UB 


ee 


3331 365225746 q 
3332 35227059) a 
3333/3-$228353, 
329913.5183823 | 333413.9220056} 
3300/2,5185 139 3335 3.52 30058 


3336 


~ 132261 3.5086644 
Bs 27| "5087990 


3261 305133508! 3296]3.5179872 
ies 26§ 134840 } 32 97 3.5181189 
3263; 32.5136171 | 3208 13.5 182506 


3228) 3.5089335 
3229] 3.5090080 


3230|3-509202§ | 3265| 3.513 8832 


330113.9186455 | 3336)3.5232260 { 
3302) 165187771 |:3337)3.5233562 
3303 3.5189086 3338) 3.52 34863 
3304/3.5 190409 | 3339)3-§236164 
330313.51917TF | 334013.5237465 
: petit Le {| 
3306] 45193028 | 334113 365238765] 
339, | 3.5194.342 | 334413.924.0064] - 

3273, 3.5140460 Rei CAE ia 334313.52413641 © 

3274) 3.550787 | 3309/3.5 196968 | 3344/3.524.2663 | 
3275 | 3S IS 2113 pees 405 198280 | 3345 3.5243 961 


3-5 140162 
2.J141491 


3266 
3267) 3 


3232) 35094713 
32.3 3] 3.50560957 | 3268 33142820 
3234) 3.50974.09 326619 SI441 4. 

ee 3.50987 43 } 327013, 5145478 


bs 303093370 


3271] 3.5 146805 
3272) 365148133 


3236] 305 100085 
3237 3e J1OI1427 
323$13.5102768 
3239,3.5 104109 
3240] 3-3105450 
324.11) 7.5 106790 
3242/35 108130 
3243 |3-5 1094.69 
[3244 2.110808 

24.54 3-§ 122147 
334.6|3-5113485 
3247) 3-5 114823. 
32481 2.51 16160 
3249] 3-5 117497 
3250 7.5 118834. 


eee 


— 


3276/3.5153439 | 3311 


35199503 | 3346}3.3245259 365245259 
3277|3-5154764 | 331213.3200903 7 3.5246551 
3278) 3.5 156089 | 3313 eat | 3348) 3.52478 54 


3279) 3.51§7414 3549/3 :5249 15am 


3314) 2.5203525 
3280! 3.5158738 3350}s.52504481 


3315 35204835 


ey ee 


3281] 3.5160062 
3282 ee 
328313.5162709 } 3318 3.5 208764. 
32853105558 | 380 3319 se eubors 


ERG 


a eee 


5113.5 251744] | 
33521 325253040) | 
3 3531365254335 
335413.5255631 
3355 50925 


3316 3.5 206145 


ae 3-5207455 


3285) 3.5165354 | 3320] 3.5211381 


3251)3.§120170 eee 35166676 | 3321 33211 3.521268 | 3356 5258219 
3252 elke 7|3-5107997 | 3322] 3.5213096 » 335713.52509573 


—— ws 
dh inmate 


3253]3.5122841 | 3298] 3.5169318 | 332313.9215303 | 3358|3.5 260806 
32§4]3.5124175 |-3289) 3.5170639 | 332413.5216610 | 3359]3°¢262100 
13255) 3-S1T25510 Bens 3-SI7IOS9 | 3 35 '2.5217916 3360! 375 263292 2 


>} 
a! - = 
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’ SAE ls goat tN illo cn DRO El: + OST 
Num.| Logarithm, | Num.| Seen Num., Logarithm,’ | Num.{ Logarithm, { 
3301] 305204685 | 3396/3-5.309077 | 3431) 3-5354207 | 3466] 3.5 538 


3 362] 35265977 | 3397|3-33 10055 | 343213-5355473 | 3407/3.5399538 
3 363] 305267269 | 3398) 3-$312234 | 343313-5 356738 | 346813.5400791 
3 364] 3.5268560 | 3399]3-5313512 } 3434] 39358003 | 34.69) 305402043 
3 365 |3-5269851 | 3400 3.5314780 3435 |3-5359267 | 34.70/3.5403295 


3366)3.5271141 4 3401 $59} ODOS 3436) 5360532 | 34713-54045 46) 
3 367 5272431 | 3402) 3317343 | 3437)3-53617905 | 3472! pee 


ee, 


3368 34.03|3.5318619 3438) 3 3-5 363050 | 34-7313-5407048 
3.5 364322 | 3474)/3.5408298 
a475 3. 5409540 


303273721 
265275010 | 3404) 3-5 319805 | 3439 
+5 276299 | 3405]3-3521171 | 3440/3.53 65584, 


ne | eee OL ee 


3369 
3370]3 
— —__— 
3 371] 35277588 
3 372] 25278876 


cmenan 


3470/3. 5410798 
34.77 | 305422047 


3407 345 323721 34.4.213.5 368109 
3373|3-5280163 | 3408] 3-5 324006 I 3443 {3.5 369370 | 3475)3.541 3296 
3374/35 281451 | 3409] 3.5 326270 | 3444] 3.5370031 | 3479/3-5414544 
3375] 3.52827 38 ks 5 3327544 | 3445 |3- 5321892 3980): S415792 
3 376] 305284024. 34111 3.532817 34.46] 365373153 13481] 3.53417040 
3377/1 3.5285 311 | 3412' 3653300900; 3447] 3.5374413 | 3482/2.5418288 
3 378 13.5 286596 | 34131 3.5331363 3 4.4813.5375672 | 3483 i ee 


340613 5323781 | 34.41 |3.5 366847 


ere, 


3379) 3-3287882 | 3414) 3-5 332635 | 3449/3.5370932 348413.5420781 
3 380] 35289167 | 3415} 3-5333907 345° 265378191 3485 3.54.22028 


—— 


3 382] 3.5201736 | 3417]3.53 364.50 | 34.52] 3.5380708 | 3487/3.5424519 
3 78313.5293020 | 3418/3.5337721 | 34.53]3.5 381966 bE pp 
3384)3.5294303 | 3419]3.5338901 | 3454] ?.5383223 | 3489)3.5427010 
3 385 3.52955 87 3420) 3:5340208 3455 35384481" 3490)3.5428254 


3 38143.5290452 | 3416 pele 3.5 379450 3486 305423274! 


es 


3 386] 3.5296869 3456] 3.5 3.5385737 3491 3.5429498 


34.57| 3-5 386994 | 3492)3.5430742 
34.58) 3.5 388250 | 349313.5431086 
34.59] 2.5 389506 | 3494)3.543 3229 
34-60] 7.5390761 | 3499 |3.9434472 


3421/3.5341531 

3387) 3.5298152 | 3422 2.5 342800 
3388 205299434 1 3423) 3.5344069 
3 389] 3.5300716 | 3424 3.5345338 
3 390] 3.5 301997 | 3425] 3.5340006 
3391'3.5 303278 | 3426 25347874 | 34.614 3.9392016 | 349613.5435714 
339213.5304558 | 3427]3.5349141 | 3462) 3.5393271 | 3497|3.5430950 


33931 2.5 305830 | 3428] 3.53 504.08 | 3463/2.5394525 | 3498/3-5438198 
336413.5307118 | 3429] 3.53 51675 34.9913,5439439} © 


34.64] 3.5 39§779 
339513.5 308398 | 3430 3.5352941 250013.94.40630 


— 
ed 


——. 


: 41 | 34651 75397032 | 250013.5¢ 
Qqq9q 


N pes Logarithn, 
3FOLf 35442921 
3502] 305443161 
3 $03) 205444401 
3594135445041 
33 0§ | 3-5446830 


[3 505} 3544.81 19 
pore, 


3508} 2.54505 96 
$3509) 3.5451834 
3§1013.545 3071 


3512/25 455545 
3513 /2.54567 81 
351413.5458017 
35159) 3.5450253 


~~ 


Bs 35.45.4308 


3§ 16] 3.54604.86 
{3517 5401724 | 
3§1813.5462058 
3519} 3.5464193. 
3520} 3.5465427 


3521)°.5466660 
43522/3.5467894 
{3523 15460126 | 
13524] 3-5470359 


13325) 35471591 


| 


{3520 


13-S472823 
332713547405 5 
3528, 25475286 


3529 
3§30).. 


ie 


- STO, 


1333113.5478077 
13 532] 3.5480207 
[3533135481436 
13534 15982665 
13535135483 806 


es 


3§70!3.5 526682 


Pe oA: 


~ 


N um., Logarithm, 
35.36}3-3485123 | 35§71/3.5527898 
3$37(3+5400351 | 3562)3.5§29114 
35 38/3-5487578 | 3573}3.5530330 
35 3913-5488806 | 357413.5531545 
3540, 3-5490033 | 3575|3.5§32760 

| a ons: | premeememenapecienasingoanionnnt 
3541 | 35491259 | 3576]3.5533075 
3542) 5492456 | 357713.9535180 
3543 |3-5493712 | 3§78] 3.55 36403 
3 §443+53494937 | 3579/3.55937617 
3545 |3-5496162 | 3580]3.55 38830 


3 $46) 3-5497387 , 3 58113.554.0043 
3582) 3.554125 6 


3547 |3-5498612 
3548} 3-5499836 | 3 583] 3.5542468 
3 584/3-3543680 


Num.} Logarithm, 


3 $4.9! 3.5 FOIQ60 
3 550) 3.5 502283 
3 $51} 36$$035§07 
3 552) 305 §04730 
3§5343-SSOFOS2 
35 $41 3-5 507174. 
3555 | 3-5 5083.96 


3 586] 305 54.6103 
3587) 3.554.7314. 
3588 13.55485 24. 
3 $80] 3.554973 5 
[ 3590] 3-5 550044. 


Se | Rs 


3 5§6) 35509618 ! 3 50173.5 5527 54. 


3557135510839 | 359213.5553363 
3§58/3-5512059 | 350313.55 54572 
3559] 3-5 513280 | 3 50413.5555781 
3 560, 3.5 514.500 | 35995)3.59 56980 


eee 


3596) 3.35 58107 
3597) 3-55 594.04 
3508, 3.5f560612 
3599|3.5 561818 
3600] 3.5 563025 


3 5013-5 51§720 
3 562) 3.5516939 
3563) 3.5518158 
3 $4 75520595 
35051 3.5520595 


3 $66! 35421813 |, 360171 3.5564231 
3 §97]3.5:523031 
3508) 3.5524248 


3$9913.5 525465 


3603 3.9 566643 


-3605!2.5 569053 


3585 13-5 544892. 


3602) 3.5 565437 
3604, 3.5 567848 


; : ; a 


Num.| Logarithm, E 
3 606/355 70257 
3607|3.S571461] 
3603}3.5572665 
3009] 305573869 
3610/3.5575072 


3011 }3.5$76275 
3612 Easy. 
{ 


3613 13.5578680 
3614)/3.5579881 
3615|3.558108 3 


3616/3.5582284 
3617 |3.558 3485 
3618]3.5584686 
3619]3.5 585886 
362013.5 587086 
3621/3.5588285 
3022/3.5559484 
3623 13.5 590683 
3624)3.5591882 
3625}3.5593080 


| 


| 3626) 305594278) 
302713.5595476} 
362813.5596673} 
3629/3.5597870) 
363013.5599066) 


NS 


3631/3.5600262} . 
3032/3.5601458} 
393313,.5602654] | 
3034/3.5603840} 
3035/3 s605044) 
363613.5606330] 
393713.560743 3] — 
| 303813.5608627} 


: 


3639|3,5609820| 
304013,56110T4| 


| 


Num.| Logarithm. 
3041 3.012207 
364.2) 3-5013399 
364.3 |3-SO14592 


Num. ‘Logarithm. 
3676) 3.5653755. 
3677) 3-5654930 
3678)3.JO56117 


3644|3-5615754 | 3079 3.5657298 


3645 REe Oy 


1364.6] 3.5 618167 
3647] 350193 58 


3680 Sa PT 


; 


3681 3.5650638 
3682] 3.566083 8 


36481 35620548 | 3683 |?.5662017 


3649] 3-§021739 


| 
| 
5806 
| 


3684.1 3.5663 196 


3650] 3-5622929 | 3685 | 35664375 


3651] 35624118 
3652| 3.5025 308 
3 OF 3 |3-5 020497 


aa 
ee 


3656 Eo ask 
3657} 3-553 125 

3658 begins) 
3659) 3-503 3624. 
3660) 35634811 


3661 13-563 5997 


366213.5637183 
3663 |3.5038369 


ee 


3711|3.§694910 
3712] 3.3696080 
3713] 35097249 
3714) 3-5698419 
3715 |3-3699588 


Nuin,, Logarithm, 


3716 
3717 
3718]? 
3719 

3720 


See 


3686]3.5665553 | 3721 
3687] 3.§666731 . 3722 
36881] 2.5667909 | 3723 
3654|3-3027685 | 3689]3.5669087 | 3724 
3.655 |3-5628874 | 3690 3.5670264 | 372 


3691] 3.5671440 
3692] 3.5672617 
3693 |3.5973793 


| 


3726 
3727 
3728 


369413.5674969 | 3729 
3095 3-5676144 | 3730 


sae 355677320 
3697 13.56784.94. 
3698] 3.5679669 


36641 2.5639555 | 3099] 3-5080843 | 
3665 3.564.9740 3700} 3.5682017 | 37354 3-5722906 


ae 


SS at 


3666 ey 3701|3.5683 192 


3667} 3.5643 109 
3668; 3-5944293 
bacols SOLsG7 


3670 3.$646661 | 3705 


3671) 305647844 
3672] ?.5649027 
3673] 3.565 0209 
3674) 3.5651392 
3675! 3.595 2573 


37023-56843 64 
3703) 3-5 085537 
3704] 3.56867 10 
3.5687582 


3706 3.56890 54 
3707|3.5690226 
3708] 3.5691 397 
3709] 3.5692508 
3710 3.5693739 | 


| 


ee 


3731) 
373% 
37 33 


325700757 
eg ees 

°37903094 
305704262 


3#$79§429 


305 706597 
3-5 7077 64 
3.5708930 
3-57 10097 
3.571 1263 


3.712428 


| 


; Num.y Logarithra, 


3740 3.573 5678 


3747 
3745 
3749 
3759 


3751 
3752 
3753 


3-573 0537 
305737996 
365739154 
3257403 13 


25741471 
3:5 74.2623 
325743786 


3754 35744943 


3755|3 
3756}? 
yey: 
3758]? 
37359 
3760 


3761 


3-5713594 | 3702 
2.§714759 | 3793 


3-3715924 
3-5717087 
35718252 
3-F719416 
3.5720580 


3734) 3-9721743 


ene 


-5740099 


5747256 
3-5748412 
5749568 
mead aisha | 
57518781 


3.5753033 
265754188 
3.5755342 


376413.9756496 


370513 


ed 


3766) 3 
3767 


‘5757950 


-§75 8803 
A aaue 


37681 2.576T 109 
3769} 3.5762261 
3770 35703413 


37 36] 3.5724009 | 3771 35764565 


37 37|3-5725231 
3738) 3.5726393 
3739135727555 


3772|3-376§717 
3773135706868 
3774| 3-57 68019] 


3740] 3.5728716 | 3775 |3.5769169 


eeeeateermeee) 


3741 
3742 
3743 
374% 3 


3:57 39877 
3.5731038 | 
3.5732198 

3.§733358 


3745. 3-5734518 
a os 


3779 13-§779321 
3777138771479 
3778|3.§772620 
3779) 35773799 
3780 


; 
=) 


| 


35774917) 


ae 


* pst 
‘Nuns. Logarithm, 


1378 113.5770067 


1378313.5778363 
3784) 35779511 
3785 | 305780659 


13786] 3.5 781806 
be 65782953 


3786) 265784100 
13789] 3-578 5246 
3790 ude 


Sas 


t 
Hg 35787538 
i 3.5788683 


» 


379313-5789828 
37941 3-579097 3 
13795 |3-5792118 
13796] 2.5793262 
3797| 3-5794406 
3798)3-3795550 
3799) 3-5 796093 
‘13800 


ee 


4380113.5798979 
3802 $8202" | 
3803] 3.801263 

3804] 2.§802405 

3805 3.5803 547 

43806) 3.5804688 

3807 

3808) 3.3806969 

Re oele Pon YOu 

3810} 3.6 809250 | 


| ier ese Pees $0 
3812/2.5811529 
3813 |3.5812668 
43814, 3.5813807 


[3815/2.58r4045 


137024 305777215 | 


ee, 


Nunv.| Logarithm. 
3816| 3.5 816084. 
3817) 3.9817.222 
35181 3.58183 59 


3816] 3.5819497 


3820] 3.5820634. 


3821 
3822 
3823 


65824043 


3.5821770 
2.5 822907 


wer) 


Num, Logarithm, 


385 112.5855735 


385 2) 3.58 56863 


; y 


Num., Logarithm. 


3880}3.5895028 
3887] 3.5806145 


3853] 365857990 | 3888) 3.5807262 
3854{3-5850117 | 3889] 2.5898379 


3555 |3.5860244 


—_— | 
3856; ?.5861370 
3857 | ?.58624.06 
3558) ?.5863622 


38241 3.38251709 | 3859] ?.5364748 


3825] 3.58263 14 


| 
3826 


3827 


3-53 
3.5 8: 
3-5821799 
3829}3,5830854 
3830) 3.583 1988 


3831] 2.5833122 
383213.5834255 
383313.5835388 
3834) 3.583 6521 


384613.5838786 
354713.5830018 
3848] 2.5841050 
3849] 35842181 
3840) 3.5843 312 


—ece | ammeter, enna 


3841] 3.5 844443 


3-S805329 | 384.213.5845 574 
3843 | 3.5846704 
3944/3.584783 4 


3845 | 3.58480963 


3.84.6 
3047) 3.5851222 
3848/3.5852351 
384.9, 3.5853479 


385.0 3.58 54607 


3.58 50093 


3860] 3.5865 873 
3861) 35866908 
3862] 3.5868123 
3863 | 3.5869247 
3864 3.5870371 


3865 13.5871495 


eee ee 


| 


3890] 3.58994.96] 


3591] 35900612 
3592] 3.5901728 
3893] 3.5902844 
3894] 3.5903959 
3895] 3.3905075 
3897 |3.5907304 
3898] 35908418 
3800]?-59095 32 
3 900) 35910646 


ey 


3866] 3.5872618 | 3901 3-S9117§9 


3867! 3.5873742 
3868+ 2.5874865 
3869|3.5875987 


503797836 | 3835] 3.5837654. | 3870]3.5877110 


ween, 
ey RRS 


3871 
387213.5870353 
3873]3.5880475 
3874] 3.5881596 
38751 3.5882717 
3876] 3.5883 838 
3877} 3.5884958 
3878) >,5886078 
3879] 3.5887198 
3880] 3.58883 17 


ee 


3881'3.5880436 


3882)3. 5890555 
3853] 3.5891674 
3884 3.5892792 
388513.5803910 


| 
| 


3902) 3.5912873 
340313.5913985 
39041 3.591 5098 
3995$|3.§5916210 


a 


305878232 3906) 3.59173 22 . 


3907 }3.5918434 
390812.5919546 


3909]3.5920657] 


3910) 3.5921768 
3911} 3.9922878 
3912] 3.59230988 
3913) 305925008 


— 


3914} 3.5926208| 


391§13.5927318 


39161 3.§928427] 


3917| 3.59295 36 


3918) 2.5930644] 
3919) 3.5931753] 
3.920!3.5932861 


Num. Logarithm. 
© 43.921|3.5933908- 
3922)3.5935070 


Num, Logarithm. 

4026|3.00487 3% 
4.027|3.6049816 
40281 3.6050895 
4.029]3.005 197 3 
4030} 3.605 3050 


=m 


Num. Logarithm. 


Num | Logarithm.» 


3956]3.§972563 | 3991 3.CO10817 
39§713+597 3060 | 3992/3.0011905 
392313.5936183 | 395813-5974758 | 3993)|3-6012993 
302413.5937290 | 3959|3-S97585F | 3994)3-6014080 
3925 13.5 938397 | 3960]3-5970952 | 399513-0015168 


Se 


Se 
See 
tee 


3926]3.5939503 
3927 13.594.0009 
392813.5941715 
3.929]}3-5942829 
3930}3.594.3925 


— 


13931 
3932/3.5940135 
393313-5947239 
3.934|3-5948344 


3935135949447 | 3970}3-5987905 | 4005 


———— 


3936)3.59505 51 
3937| 30595 1054 
3938)3.5952757 


| 


3961|3.5978048 
3962] 3.5979145 
3963 |3.5980241 
396413.59813 36 


3965|3-3982423 | 4000]3-6020600 


~ 


eres 


3.5945030 |, 3966|3-5 983527 


3967|3.5984022 
3968]3-5 985717 
3969|3.5986811 


397113-5988999 
3972/3-5990092 
3973 |3-S991186 


'4001]3-6021685 | 4036 


3996} 3-6016255 | 403113.6054128 
3997|3-6017341 [ 4032|3.6055205 
399813-0018428.} 4033 |3.6056282 
3999|3-OO19514 | 40341306057 359 
4035 |3-605 8435 


eee ee 


3.60595 12 
4002] 36022771 | 493713.6060557 
4.003|3-6023856 | 403 8/3.6061063 
4004} 3-6024941 | 4©39|/3.6062738 
3.6026025 4.040)3.G063 814 


peur | ee 


————— 


4006 
4007 
4008 


3.6027109 | 4041}3.6064888 
3.6028193 | 4042)3.6069963 


3.0029277 | 4043 )3-0007037 


— 


3.6030361 | 4044\3.6068111 
3.6031444 | 4045 |3.6069185 


394.0]3.5954962 | 3975|3-5993371 | 4010 


Seteaeeeeeeeeel 


ewe eee . 


— 


3976|3-5994464 | 4011130032527 
3977|3-S9955 56 | 4012]3.003 3609 
307 8] 3-3990648 
3979) 3-5997739 
3989)3-5998831 


404.6)3.6070259 
4.047) 3.007133} 
4.04813 .60724.05 
40491 3.6073478 
4.050; 3.00745 50 


3941 13.595 6064 
394213.5957160 
3943 |3.5958268 
394413.5959399 
3945 |3.§900470 
3940}3.5901571 
3947|3.5962071 | 
3948)3.§96 3771 

3949)3.5964871 | 
3950)3.5965§971 

3951 
3.952|3-5968169 
3953|3.5969268 | 3988/3.60075 51 | 4023|3.6045500 405 8|3.6083120 
395413.5970367 3989|3.6008640 | 4.02.4|3.6046580 | 4059 3.6084.190 
3655!3.5971465 | 3990!3.6009729 | 402513.6047659 | 406013.6085260 


393913.595 3860 | 3974/3-5992279 be 


491 3|3-0034692 
4.014. 30035774 
4.015 13-003 085 5 


TEED See 


398113-5999922 | 4016|3.6037937 | 405.1]}3.6075622 
3982]3.6001013 | 4017|3-60390158 | 4052|3.6076094 
3.983 |3:6002103 4018)3.6040099 405 3!3.6077766 
3.984|3.6003193 | 4019,3.6041180 | 4054 3.6078837 
3985|3.6004283 ] 4020|3.6042261 | 4055) 3.6079909 


te eee 


SS nee 
fee pe SE Oe am 


—— ied 


3.5 967070 | 3986)3.6005 37 3 
3987|3.60064.62 


40561 3.6080979 
40§743.6082050 


4021 }3.604.3341 
4022}3.6044421 


AR ro a eee 


“(Nam.y Logarnbm. 
4.061] 3,6086330 
4.062] 3.60873 99 


Num.{ Logarithm, | Num. | Logarithm. Num. [Logarithm, 
Sie Per 3.016055 2] 4166] 3.0197193 


4097 | 3.6124660 | 4132)/3.6161603 | 4167] ?.6198235 
14.063]3.6088468 | 4098] 3.6125720 | 4133] 3.616265 4. | 4.168] 3.6199277 
4064.|3.6089537 | 4099] 3.6126779 | 4134]3.6163705 4169] 3.6200319 
4065 |3.6090605 | 4100 sll 3.6164.755 [170 305201360 


4.136)/3.6165805 
4137] 3.616685 5. 
4138] 3.6167905 
4139}3.6168954 
4140} 3.6170003 
4141[}.6171052 
4142)3.6172I101 
4143 |3-6173 149 


4.066! 3.6091674. | 4.101]3.6128808 
14067) 3.6092742 | 4.102] 3.6129957 
4.068 | 3.6093 809 | 410313.6131015 
4069] 3.6094877 | 4104] 3.6132073 
14070] ?.609594.4 | 4105] 3.613 3132 
{497136097011 | 4.106/3.6134189 
4.972) 3.6098078 | 4.10713.6135247 
4973 |3-6099144 | 410813.6136304 
4074}3.6100210 | 4109 36137361 
laos sili i 3.6138418 | 4145136175245 | 4180)3.6211763 


Fee 


4.171} 3.6202402 
4172) 3.6203 443 
4173 3.6204.4841 
41741 3.6205 § 24 a 
4.175}3.6206565, 


— 


4176}3.6207605] 
41979 ed 


4178] 3.6209684 


4.144|3.6174197 | 4179|3.6210724 


Se Tare, | sntenmapansmerensitstheieneaeecan ep 


| #381 3.6212802 
4977 | 30103407 | 4112) 3.61405 31 | 4147|3.6177340 | 4.182 3.6213840 
1407813.6104472 1.4113 36141587 | 4148 esta 36214879 
40979) 3-0105537 | 4114) 3.6142642 | 4149]3.6179434 | 4184 3.6215 917 
4080] 3.6106602 | 4115]3.6143608 4.150) 3.618048 pete 3.6216955 

Sreeceee | mmontennenencereacmecemenesaty Semen | SRSA ny Na th eet 

4116)3.91447594 | 4151 73.6181527 | 4186)3.6217992 

4117|3.6145809 ! 4152 3.6182573 | #387 3.6219030 
4.08 313.6109794 | 4118 3.614.6863 | 415 313.6183619 i 4.188 3.6220067 
4084. 3O1TOS§7 | 4.119] 3.6147918 41$4/3.618466§ | 4189] 3.6221 104. 
408543 Ori 1921 | 4120! 7,6148972 4155 [36185710 | 4190) 3.6222140 
4.986] 3.6112984 | 4121 3.61 50026 
4.087] 3.6114046 | 4122]3.615 1080 
4088) 3.6115 109 | 4.123 3-615 2133 
4089] 3.6116171 | 4124 3.615 3187 
4990} 3,6117233 | 4125/3.6154240 


4.081|3.6107666 


4076|3.6102342 | 4111|3.6139475 | 4146] 3.6176293 
4082] 3,6108730 | 


4196]?.6186755 
4157] 3.6187800 
41§813.6188845 
4199] 2.618988 
4.160] 3.619093 3 


ee 


41911 3.6223 199 
41921 3.6224.213 
4193) 3.6225240| 
419413,6226284 
4195 |?.6227320 
4196) 3.62283 551. 
4197} 3.6229390 
4.198] 3.6230424 
4199) 3.6231459 
4200'3.6232403 


re, 


emer, ME, Rene emy 


14091) 3.6118295 41261 3.615 5292 
409213,61 19356 paiey 3.61§6345 
4093 )/3.6120417 , 4128)3.6157397 
4094) }.6121478 | 412913.6158449 
4095! 3.0122539 | 413013.615 9501 


4161)3.6191977 
416213.6193021 
4163] 3.6194.064. 
416413.6195 107 
4165'?.6196150 


Num. | Logavithm. - 
4201|3.6233527 | 4236)/3.02095 59 
4.202|3.6234560 4 4237|3.62705 85 
4.203}3.6235 594 g238 3.6271610 
4.20413.62 36627 | 423913.6272634 
4205 |3.6237660 4240)3.627 3659 


Num. Logarithm. 


4206]3.6238693 3.6274683 
4207 [3.92 39725 | 4242 
4.208|3.6240797 | 4.243 ]3.6276730 
4.209|3.624.1789 | 424413 629-7954 
4210|3.6242821 | 4245 |3.6278777 
420113. 624.3852 | 424613.6279800 
14212|3.6244883 | 4247] 3.6280823 
421313.6245915 | 4248}3.6281845 
4214|3.6246945 | 4249/3.6282867 
4215 [36247976 | 425013.6283889 
4216|3.6249006 | 4241/3.6284911 
4.21713.625 0036 | 425213.6285 9 33 
421813.625 1066 | 425 313.6286954. 
421 9|3.6252095 | 4254|3.6287975 
ake 3 .625 3124. | 4255 |3.6288996 


pSaee 


4.222|3.6255182 ~ 3.02910 36 
422.3 ]3.6256211 4258]3,.6292057 
422413.02572 39 | 423 9/3.0293076 


4221 13.6254153  #256]3-920001 3-9290016 
42.25 |3.6258267 eo z 5:6294096 


4226]3.625 9295 
4.2.27} 3.62603 22 
4.2281 3.6261 350 
4229] 3.6262377 
4.2.30} 3.0263404. 


4261 3.6205115 
4.26213 6296134. 
426313.6297153 
4264.13.9298172 
42.65 |3 6299190 


es 
es 


426613.6300208 
4267 |3.6 301226 
4268}3 6302244 
42.69} 36303262 
4270! 3.6304279 


4231 13.62644.30 
4.232|3.6205457 
4233 |3.6266483 
4.234|3.6267509 
4.23513.62685 34 


gr OR AA Oe? 


4306|2.0340740 
4307|3-6§41749 
4308]3.6342757 


4271|3,6305296 
42.72 |3.630631 

4.273 }3- 6309426 
4274|3.0308345 
4275 13.0309362 
RS Sree IRN a ee ee 
4.276|3.6310377 
4277|3-0311392 
4278/3.63 12408 
4279|3.6313423 
4280]3.6314438 


| Num] Logarithm, é | 4300 Logarithm. 


4310]3.034477 3]. 
4311|3.6345780 
4.312/3.6346788 
431313.6347795] 
43141 3.6345801 
4315|3.6349808] 


ee 


4316}3.6350814 
A317/3.6351820F 
4.318] 3.63 52822] 
4319|303 353836)- 
432013.0354837] — 


SEE 


4281 


3.6315 452 
4282 


3.63 16467 
4283|3.6317481 
A284)3. 6318495 

285 13.63 19508 


[> ae 


4286 )3.6320522 
4287 | 3.63215 35 


4321|3.6355843]. 
4322136356848? 
4288 |3.6322548 | 432313 Sragaeelt 
428913.6323560 |! 4324]3 6358857]. 
42.90 )3.0324573 | 4325)3.6359861 


(eee 


4292 13.0326597 | 4.327|/3.6361869 
4293|3.63 27609 | 4.32813.6362872 
4294) 3.6328620 | 4329]3.6363876] 
4295 saben GE 43 3013.63 364879 


429113.6325585 |27h 3 6360865} 


4296/3.6330643 | 43 31|3.6365882 
4297 |3.033 1653 | 43 32/3.6366884 
4298 | 
4299 

4.300 
430113 56335694. 
43 02|3.63 36704 
4.303|3.6337713 
4.3 04)3.6338723 
4-3 05'3.63 39732 


3.63 32664 
3.63 33674 
36334685 | 433513363 69891 


4.3 33!3.6367887 
433413.6368889 


ee 


4336/3 a 
433713. a 


4338)3.63728051° 
43 39|3.6373806 
434013.63748971 


4309)3-6343765; 


iy h, | we? = |e e i 
Pa e eh | 
- b 


——, _ Se et gee 


Pe ress | ss7aietrio73 | Num. | Logarithm. ieee (Logarithm, | 


43 41 (306375898 | 4376] 30410773 | 4411|3-0445371 | 44.40) 3.0479005 
43.42|3.6376808 | 4377| 36411765 | 4412]3-0440355 ) 444713.6480671] 
14.343 |3.6377898 | 3378 3.64.12758 | 44.13 6447330 | 4448 3.6481648 
4344) 3-6378898 | 4379] 364137491 4414| 64483 23 | 4440] 3.6482624 
4345 /3-0379898 | 4380]3.6414741 | 4415|3-6449307 | 4450/3.6483600 


Cmeemerer ne 
nce 


aay 


Re 36380807 | 4381] 3.64157 33 | 4416/3.6450291 | 4451] 3.044.576 
{4347 3.6381896 ; 4382] 36416724 | 4417] 3-0451274 1 4452] 2.648355 2 
is 3.6382895 | 438313.6417715 | 441813.6452257 | 4453 | 3-04905 27] 


43 49| 326383894. | 4384) 3.6418705 | 4419)3-6453240 | 4454] 3.0487 502 
4350] 2.6384893 } 4385|3.6419696 | 4420] 3.0454223 | 4455] 3-0488477 
44.56 364804521 
4352] 3-6386886 | 4387| 3.421676 | 44.22|3.6456187 | 4457|3.6490426 
i 4433 3.64.57160 | 4458] 36491401 
4 44.24] 36458151 | 4450136492375 
+ 440013.0493 349 


| meemetbeniee end 


SS ee ae ee 


14351] 306385801 4.386] 3.64.20686 | 44.21] 30455205 


$5.3/329387887 4388] 3.6422666, 
354, 3-0388884 7 4389] 3.0423 656 
355] 3-9389882 | 4390/3.0424645 | 4425] 30459133 


4.3 56] 3.6390879 | 4391) 3.0425634 


4461 | 3.064.943 22 
4462] 3.6495 296 
4428|3.6462076 | 4463 }3.6496269 
4429] 3.6463057 | 44641 3.0497242 
4430|3.6464037 | 4465|3.6495215 


44.26] 3.6460114 
4.42.71 3.04.6109§ 


4.357| 3:6391878 | 4392] 3.642662 3 
4.3581 3.6392872 1 4393 | 36427612 
4359] 3-6393869 | 4394) 3.6428601. 
4360) 3.6394865 | 4395 | 3.04205 89 


4361] 3.6395 861 | 4396)3.5430577 | 443113.6465017 | 4466)?.64991871 
4.362] 36396857 | 4397|3-6431565 | 4432] 3.6465997 | 4467 eal 


4363] 3.6397852 | 4398]3-6432552 | 44.33] 30466977 | 4468} 3.0501132 
4364] 3.6398847 | 4399) 3-643 3540 | 4434) 3.0467957 | 44.09) 3.6502104] | 
4.365 13 6399842 | 4400) 7.6434527 | 44351 3.0468936 | 4470)3.6503075 


—oes | es ff Oe 


14366] 3.6400837 
4.3671 3.64.01832 
14.368! 3.64.02826 
4.369]3.6403 829 
4.3701 3,6404814. 
437113.6405808 
14.372] 3.6406802 
be 3.6407795 


4401/3.6435514 | 4430] 3.040997 | 4471) 3.6504047 
4.402] 3.64.36500 | 4437 searitra| 4472)3.6505018 


4.403! 3.6437487 | 44.3813.6471873 | 4473, 2.6505980 
440413.6438473 | 4439] 6472851 | 447413.6506960 
4409 13.6439459 | 4449] ?.6473830 | 4475] 3.6507930 


4476! 3.6508901 
4477136509871 
4443 |3.6476763 | 4478}3.65 10841 
4444] 3.64.77740 | 4479/3.6511811 


4445'3.64.78718 | 4480! 3,6512780 


4441} ?.6474808 
444.2] 3.64757 85 


4406!3.6440445 
4497 | 3.644.1430 
4408] 3.6442416 
4.409) 3.64.4.3 401 
4.4101 3.64443 86 


143741 3.6408788 
4.37513.6409781. 


: Num. tewibe. be Numi Logarithm. | Num. Logarithm. 
4.4.8 1136513750 a. 0547530 4.551/3.6581068 551) .0581008 | 4586 3.66143 40 


{Num.| Logaritim, 


4.482] 3.6514719 | 4517/3.0548501 | 4552] 7.6582023 4.587/3.6615 287) 
4483 6513087 | 4518 3-0549462 | | 4553 .6382976| 4398 3.661623 4 

4484) 3-65 10656 | 4519)3-65 50423 | 4554 346583930 1 4589) 3.6017181 
4485 ge ETO ME = O$5 = 4553 3.0584884 | 4590/3.6618127 


see 


4521 a | 4556 366585837 | 4591|/3-6619073 
4522/3 0334266 | 4557|3-6586790 | 4.592|3.6620019 
4523 sai 4.558 5388690 | $3o4)3. 6620964, 


4486)3 3.6518593 
Es 3.6 519561 


4488 |3.6520528 
44.89 320521496 
44.90] 30522463 


4524] 3. 555226) 45 59]3-65886096 | 4594/3.6621910 
4525] 3-05 56186 | 4560] 3.658648 § 4505 |3.6622855] 


ee 


eee) 


4596|3- 6623800} 
4.597 |3-0624745 
4.598] 3-6525690 
4599 36626634 
isle 6627578 

——| 
4601] 36628523 
4602} 3.6629466 
4.603 |3-6630410 
4.604] 3.06 313 53 
4.605 | 3-6632296 


4492} 300524397 | 4527/3.65 58105 | 4562] 3.6591 553 
4493] 3-05 253064 | 45 28) 3.65 59064 | 4563} 3.05 92505 
4529) 3-6560023 | 4564! 3.659 3456 
4530 3-6560982 4595 3-6594408 


Pe 3.6528430 | 4526 a 3-0§ 90601 


4494] 3.05203 31 
ee 3.05 wine 


4496 ores 4531) 30561941 | 4506] 26595359 
44.97] 3.0529229 | 45 32) 36562899 | 4567/3.6596310 
44.981 3.053 0195 | 4533) 30563857 | 4568)3.6597261 
4.4.99) 3-65 31160 | 4534/3.6564815 | 4509 3-6595212 
4500 wae at 3.656573 | 4570]3.6599162 
45 361 3.6566730 4571 3-O600I 12 | 4606) 3.663 3239, 
4537 3.6567688 4572] 3.6601062 | 4607/3.6634.182 
45 38) 3.6568645 | 457313.6602012 | 46083. 663 5125 
45 39) 3.0569690 | 4.574] 3.6602962 | $60s 3 6636067 
4540) 3.570558 457513- -66039I11 | 4610!3.663 7009 
36604860 | 4611)3.6637951 
3,6605809 4612/3.6638893 
3-0606758 | 4613!3.663 9835 
4614. 3.6640776 
4615/3 6641717 


es ct 


4501! 35933090 
4.502 | 3-05 34055 
14503 |3.053 5019 
4504| 3-05 35984 
4505136536948 


Se, 


a 


4506] 36537912 | 4541/3.6571515 1 4576)3 
4507 10539899 | 4542] 3?.65724.71 4377 


— 


BSS Ge mee 


45081 3.65 39839 | 45431 3.6573427 | 4.578 
4509] 36540802 | 4544] 3.6574383 | 4579136607706 
4510]3-6541765 | 4545] 3.0575339 blah 3.060865 5 


| aaa 


| lasrx 10543651 | 547 36576294 4581 3.6609603 Joie! sSeaeES 


— 


4.512] 36543691 | 454713.6577250 | 4582] 3.66105 51 | 4617|3.6643596 
14513! 36544653 1 4548] 3.6578205 | 4583] 3.661 1499 | 4618]3 664.45 39 
«14.5141 36545010 | 4349/3.6579159 | 4584] 3.6612445 | 4519] 3.664548c 
4/4519 12-6540578 | 455 See osanliy deh 3-661 3393 | 462013.664642¢ 
i LET air 


ME Rott on rs Rates 


q 


1 ‘ ~ 


ey, 


Num. Logarithm. Num] ‘Logarish mm, 
4.091 |3.6712654 47 2613.6744937 


4.692.|3.6713 580 be 3.674585 6| 


{Nom | Logavithn, Num.] Logarithm, 

4021}30004.7300 | 46563-00801 30 
246221 2.6648299 | 4057 3.068 1062 
14023 | 36646239 | 46583-0031 995 
4.62.4} 3.005 0175 bee 36682927 
4625 | e6651117 | 4600 3.668 3859 


4693 |3-6714.506.| 4728)3.674677 5 
4694 3-07159431 | 4729136747693) 
4695 |3.0716356 | 4730/3.6748611) « 


er ee 
—— ao, 


4696) 3.6717281 | 4731|3.67495209). 


4626] °>.6652050 
14627| -6652995 
14.628] 206653934 
4629) 726654873 
4630] 3.065 5810 


4.661 |3-6684791 
4662| .6685723 
4663 Seca oe 3.67191 30 | 473313.6751365 
4664) 3.6687 585 | 4699|3.672005 4 | 4734|3.6752283}. 
4665 |3-66885 16 | 4700|3.6720979 | 4735|3.075 3200 


oo) 


Sentieereeee ed 


4730|3.075 4117 
4.737 |3.67§5034 
4738)3.6755951 
4.7 39|3.6756867 
47401 3.6757783 


meee mnere ts CARE enter 


4631 | 326656748 
4632|2.6657685 
4633|?.0658623 
46 34) 3.0059560 
4635] 3.0060497 


4666} 36689447 | 4701]3.6721903 
4667 |3.6690375 | 4702] 3.6722526 
4668] 3.6691 308 | 4703] 3.6723750 
4669] 3.6092239 1 4704) 3.6724673 
4670} 3.6693 169 | 47051 3.6725596 


ey 
ee 


econ 


4.63 0| 3.66061434 | 4671 3.6694099 
46 37} 3,0062371 | 4672|3.6695028 
4638 13.6563307 | 4673) 36695958 
4639 |3.6664244 | 4674|3.6696887 
464.0| 3.6665 180 | 4675 | 3.6697816 


a 
ee | ee 


4706} 36726519 | 4741) 3.675 8700 
4707} 30727442 | 474213.675961§ 
4708) 3.6728 365 | 4743 13.67605 31 
4709] 3.6729287 1 474413.6761447 
4710 26730209 | 745 |3.6762362 


ee 


4641 13.66661 16 
4.642) 3,66670§ I 
4643 |3.6667987 
4.64.4 3.66068922 
4645) 3.0669857 


4676) 3.669874.5 | 471113.6731131 | 4746)3.6763277 ; 
4077 |3-6099674. ¢ 47121 3.673205 3 | 4747]3.6764192 
4.678] 3.6700602 | 4713)3.673 2974 | 474.813.6765 106 


4679] 3.6701530 | 4714|3.67 3 3896 
4630} 3.670245 9 = 3.67 34817 


4752)3.676693€1 | 


ee | See oe ee 


4646] 3.6670792 | 4681)3.6703 386 | 4716]3.6735738 | 4751|3.676785¢ 
4647 | 3.6071727 1 4682}2.6704314 | 4717] 2.6736659 | 4752)3.5768764 
4648! 3.6672661 | 4683 36705242 | g716 3-6737579 | 475313.676967% 
14649] 3.6673595 | 4684/3.6706169 | 4719) 3.6738500 | 4754/3.67705 92] 
4650] .6674530 | 4685] 3.6707096 | 4720] 3.6739420 | 4755|3.67715 05 

46861 36708023 { 4721!3.6740340. 475613.6772418 
4687 |3.6708950 | 4722] 3.6741260 
4688 | 3.6709876 | 4723|3.6742179 
4654) 3.667 3264 | 4689 sae rks 3.6743099 | 4759|3.6775157] 
4655 |3.6679107 | 469013.6711728 | 4725!2.6744018 | 476C13,677606: | 


4851! 3.6675.463 
$65213.6676397 
395 312.6677 331 


4757 13.6773 332] 
ls 3 677424: | 


o 


4749}3.6766022) _ 


e 


4697 |3.6718206 | 4732}205750447). 


Cone = a Coe efits = e ; f 
; - ' : * . 
| Num.[ Logaritha, | Num. | Logarithm | Nut. |Lozarithw, 


14761 |3.5776982 


4796] 3.6808792 | 4031] 3.6840370 | 4866] 3.6871721 
4832] 3.6841269 


: 48671 3.0872613 
14.763 |309778806 | 4798) 3.6810602 | 4833 3.6842168 | 486813.6873 506 
2 3-5779718 | 4799] 3.6811507 | 483 4] 3.6843066 | 4869 3:0874.398) 


4.762|3-9777894 | 4797 |3-0809697 


4765 |3-6780629 | 4800] 3,6812412 | 4835 36843965 4870) 3.6875 290 


4836 ska | 4871 | 3.68761 81 


44766] 36781540 | 4801}3.681 3 317 
14767|3.6782452 | 4802] 3.6814222 
4803 /3.6815126 
4804]3.6816030 
4805 | 3.0816934 
4306} 3.6817838 | 484113.6849351 | 4876)3.68806 37 
484213.6850248 | 4877] 3.68815 28 
1484313-6851145 | 4878] 3.6882418 
4809) 3.6820548 | 4844] 3.68 52041 | 4879)3.0883 3 08 
4810);3.6821451 | 484513.6852938 | 4880)3.6884198 
4776] 3-6790643 | 4811] 3.6822354 | 4846 .0853854 | 488 3.6885088 
479771 3.07915 52 | 4812 6825256 | 4842 3-6854.730 | 4882] 3.688 5978 
4848] 3.685 5626 | 4883 3.6886867 
484.9|3.68y56522 | 4884) 3.6887756 
4850] 3.6857417 | 4885) 3.6888646 
4781) 3.6795 187 | 4816) 3.6826865 | 485113.6858313 | 4886) 3.6889535 
$782] 36796096 | 4817/3.6827766 | 4852] 3.6859208 | 4887) 3.6890423 
4783} 3.6797004 | 4818] 3.6828668 | 4853] 3.6860103 | 488812.6891312 
+784] 3:6797912 | 4819]3.6829560 | 4854)3.6860998 |. 4.889{3.6892200 
478513 6798819 | 4820!3,6830470 | 4855, 7.6861892 4899! 3.6893089 


4.337] 3.60845 761 £872 3.687707 3 
433 313.6846659 | 48731 3.0877964. 
4839} 3.6847 556 | 4874) 3.08788 55 
| 4840] 3.684845 5 fo 3.6879746 


14768} 3.6783 362 
14769] 3.678427 3 
14770| ?-6785 184. 


f 


ee 
—— 


BO ga ant epee Nt 


: 4771] 3-6786094 
ie 3-6787004 | 480713.6818742 


4773] 3-0787914 | 4808/3.6819645 


$774 3-6788824 
17753-07897 34 


er ES ee 


SS EES SN eS STEERS 
s 


See 


481 343.68241 59 
4814] 3.6825061 
4815} 3.6825 963 


See 


ba 3-6792461 
ve 36793370 


4780} 3-6794279 


——— Ba een 
H f 


3.0893977 


4786|3 6799727 | 4821 3.6831371 | 4856 76862787 | 4891 
47871 3.6800634 | 4822] 3.6832272 | 4857/2.6863681 | 4802/3.5894864 
14788) 3.6801541 | 4.323 | 36833173 | 48581 3.6864575 | 4303!3.6895752 
4789] 3.6802448 | 4824/3.683 4073 | 4859] 3.6865469 | 480413.6896640 
4.790] 3.6893 355 | 4825 /3.6834.973 | 4860] 3.6866 363 | 4805|3.6897527 


eee od 


—$—$—— gp | ee 


4791!3,6804262 
4792| 3.6805 168 
_ 14793) 3.0806074 
4794] 3.6806980 
14795! 3.6807886 


4826! }.6835873 | 486113.6867256 48061 7.68984 14 
4827|3.683 6773 | 3802 3.6868149 | 4897 | 3.6899301} 
4825] 3.6837673 ) 4863) 3.6869043 | 4898] 3.6900188! 
482.9] 3.6838572 | 48641 3,6869936 | 489s 3.6901074, 


4830] 3.683947 1 48651 ?.6870828 | 4900] 3.690196 


Rererrr 2 


* 


Num.| Tam. Logarithm. 

14901 |3.0902847 
4902 13.0903733 
4903 |3.6904619 
49041 3.090550§ . 


E 


Rian agar | Nu | garb 
4.93 013.093 3752 
4937| 36934631 
4938|3.6935511 


4.93 9] 3.69 30390 | 


ee Trae bean 

4.97 1| 30964438 
497 2|3.090§311 
4973 | 346956185 
4974|?.6967058 


Gs, 


Num. [I iets 
“5900 3.6994908) 


5007 |3.6995776 
$008]3.6996643 


4905 |3-6906390 | 4940|3.6937269 | 4975|3-6967931 | $010)3.6998377 


{4506 36907275 
14907] 3.6908161 
49081 3.690904@ 
4.909|3.6909930 
4910]3.6910815 
4911} 306911699 
14912) 3.6912584 
14913] 3-691 3467 
“14914, 36914352 
4915 |3-691523 § 


4916)3.6916119 
4917 3,6917002 
4.91813.6917885 
4919] 3.6918768 
4920} 3.6919651 


ie: a SN ea 


| 
| 


4941} 3.693 8148 


4942] 3.6939027 


4.943 |3.6939906 


4944] 3.6940785 


4945} 3.941663 


sea 


4940) 3.694.2541 


4.947 |3.694.3.419 


4948 | 3.6944297 


4949] 3.6945 174 


4950) 3.6946052 
495 1|3.6946929 
4.9§ 2| 3.6947806 
4953 13-6948683 
495 41 3.69495 60 
4.95 5 | 3-695 0437 


ee 


aeeteteiaemeamaedl 


eT 


4.976|3.6968804 
4977 | 36969676 
4978 |3.6970549 
4979|3-6971421 
ee 3-6972293 


SS EEnEEEEEEEEEEe 


498! 3.6973 165 | 
4982] 3.6974.037 
| 4983 3.6974909 
4.98413.6975780 
4985] 36976652 
4986] 3.69775 23 

| 458, 3.69783 94 
4988) 3.6979264. 
4989] 3.69801 35 
4990 36981005 


4.9211 3.6920534 | 495 613.5951313 | 4991 /3.6981876 


4.922] 3.6921416 
eo 3.6922298 
924] 3.6923189 
ee 3 6924062 
—— 
4.920} 3.6924944 
4927 |3.6925825 
4.928 13,6926707 
4929] 3.6927588 
4.930 346928469 | 4 


es 


493F13.6929350 | 4966! 3.6960067 Shar 3.69905 69 
Beta 3.6991437 


4.9 32|3,0930231 
493 313.693 1111 


44934 3.693 1991 


4935'3.6932872 


4957|3.6952189 


4958] 3.695 3065 
4.959] 3.695 3941 


4960) 2,695 4817 


—— <— 


4961/3,695 $692 
4.962) 3.6956 568 


4.963 | 3.6957443 


4.96413,69583 18 


4905} 3.6959193 


a, 


4967 |3,6960942 
496813.6961816 

4969 346962690 
4.9701 3.6963 564. 


4992) 3.6982746 
4993] 3.698 3616 
4994} 3.6984485 
4995 13.6085 3§5 


ee 


4.996] 3.6986224 
4997| 3.698709 3 
4.998 | 3.6987963 
4999] 3.69888 31 


568 000] 3.6989700 


$003 |3.6992305 
§ 004, 3.6993 173 
§00§12.6994041 


ee 


| SOIT) 36999244 

5012) 3.70001 11] 
‘3013 3.7000977 

5014) 3.7001843 

gOI5 3-7002709 
————— 


5009 — 


$O1713.7004.441 
3018] 3.7005307 
§ O19) 3.7006172) 
aes 4 «7007037 


ES ES, 


JOTG) 3. ra | 


3021) 3.7907902 
$022] 3.7008767 
| 5023 13.7009632 
3024] 3.70104.96 
sez 3.7011361 


$027 |3.7013 089 
§028]3,7013952 
§029]3.7014816 
5030 a 


5026 2. are 


at 


$031) ?.7016543 
5032) 3.7017406 
593 3!3.7018269 
§°34|3.7019132 
$935|3-7019995 
| 


$03 613,7020857]- 
5937|3.7021719 
$038] 3.7022582 
5939) 3.70234.44 
504.0 Je 3D er EN IDFA NI 94013.7024.305F 


at 
Ee 


Num | Logarithm. | Num, { Logarithm. | Num.{ Logarithm. 


5041 3.7025 ray | 


504.2|3.7026028, 


$043|3.7026890 
§04.4]3.7027751 
5045)|3.7028612 
§04.6}3.7029472 
5047 [3.70303 33 
$048 [3.7031193 
¥04913-.7032054 


$050)3. 7032 2914 | 5085 ai7002tNa 


—— 


§O51|3-7033774 


§O$ 2] 3-703 463 3 
595 313-793 5493 
§954|3-7036352 
§O§5 [3-703 7212 
5056|3.7038071 
§0F7| 307038929 
50581 3.7039788 
J°59|3-7040647 
53060]|3.704.1505 
§06113-7042363 
5062 }3.7043 221 
5063) 3-7044979 
$064.) 3-7944937 
5065 13-7045 794 
5066} 3.70466 52 
5067 |3-70475°9 
5068] 3.70483 66 
§069]3.704.9223 
§070|3.7050080 
507113.7050936 
§072]3.705 1792 
$073) 3-705 2049 
5074|3.705 3 505 
§°275!'3.70543 60 


5146]3.71 14698 
$147/3-7115542 
5148]3-7 116385 
5149]3+7 317229 
§150]3-7118072 


S11II/3.7085 059 
§ 112]3.7085908 
5113}3-7086758 
5 114]3.7087607 
5115 |3-7088456 
§116]3-7089305 | 5151|3.7118915 

FSI1713-7O90I 94 | §1§2]3-7119759 
5 118]3.7091003 | §1§313-7120601 
§119|3.7091851 | 91541367121444 
ae 3-7092700 5155 bed gs 


5076] 3.705 $216 
§977| 3-7 056072 
5078] 3.7056927 
5°79] 3-705 7782 
§@80]3.705 8637 


a 


Ss 


| §081}3.7059492 


5082] 3.7060347 
§083|3.7061201 
508413-7062055 


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5086)3. ee BN grat 37003548] 5156 51.56 Sepa 7123129] - 
5087 |3.7064617 | § 122)/3-7094.396 j-§157|3.7123971} 
$088!3.7065471 | $123}3-7095 244 | $158]3-7124813]. 
5 089] 3.7066324 | §124/3.7@96091 | 5159)3-712565§ 
§090]3.7067178 | 5125 — §160)3 357126497 


Bieta ser pear Se 


$091] 3.7068030 | $126]3.7097786 | 516113.7127339 
§092|3.7068884. 7 §127)3-7098633 | 5162/3.7128180 
5093 43 -7069737 3738 3. 7099480 5 163 );3.7129021 
5994) 3-70705 89 5129] 3.7100327 

§ O95 |3-70714.42 | 5 £30/3.7101174, 


——Saeeee, 


5164/3. 7 il 8Ga a 
5 16§ |3.7130703 


ae, = 


$166)3.713 1544 
5167 |3-7132385 
5168/3.713 3225 
J 169)3.7134065) 
§170)3-7134905 


—— — 


§096}3.7072204 
5097)3-7073146 
5098] 3-707 3998 
$099] 3-7074850 
5109 3 °7 07 §702 


oe 


‘S101 3.707655 3 


S131 
3132 


3.7102020 
3.7102866 
§13313-7103713 
5 134)3-7104559 
5145 Re poets 
§136/3.7106250 | 5171 san 
§ 102}3.707740§ 1 513713-7107096 | §172|3.7136585 
$103 }3-7078256 | 5138)3.7107041 | 5173!13.7137425 
5 104]3.7079107 | §139]3.7108786 | 5174 aie 


we 3.7979997 | 5140)3.7109631 | §175|3.7139104 


Sse 


—_——— 


§ 106!3.7080808 
5 107]3.7081659 |! §142|3.7111321 
5 108]3.7082509 | §143|3.7112165 
5 109]3.7083359 | $144)3.7113010 
51 1013.7084209 | §145'3.73413854 


§17613.7139943 
517713.7140782 
§178|3.7141620 
$.179|3-714245 
jy 180] 3. 3.7143299} 


5141 )3.7110476 


-_ 


Nam.y Logarithm. 

5 35.613.7288406 
5397 |3-7289216 
5 3§8}3-7290027 
5399) 3-7290838 
5 360] 3.7291648 


\Num.| Logarithm. 

§ 3 21|3-7259933 
5 322| 3-7260749 
5323}3-72615 05 
5324 eae 


mee 


§391/3-7316693 
53921 3-7317499 


5395 | 3-73 bi canis 


-§390 
5397 
5398 
5399 
5400 
5401 
5402 


5361] 3.7292458 
§ 362] 3.7293 268 
5363} 3.7294078 
5 364)3.7294888 
§ 365 | 3.7295 097 
5 366 13.7296507 
5 3.67 |3.7297316 
§333|3-72097 16 1.5 368] 3.72908125 
¥33413-7270531 | $36913.729893 4 
53.35 13°7271344] $370] 3-7299743 
5336 27272138 | 37:|87300551 
$337] 37272972 | $372|3-7321360 
45 338137273786 | §37343.7302168 

5339137 274599 | $3743-7302977 
5340) 3-7275413 | $375|3-7303785 «5 


| 


5 326|3-7264012- 
see 3.72.64827 
5 328} 3.7265642 
5 329] 3-72004.57 
§ 3 30|3-7207272 


3.7320719 
3673215 24. 
307322329 
307323133 


ro re ewirar 


| 


53 31|3.7268087 
53 32]3: 7268901° 


| 


3-73 25340 


$405] 3-7327957 
54.06} 37328760 
§ 40713-73295 64 
5 408} 3.73 30367 
$4.09|3-7331170 
5410] 3-7331973 
5 37613.7304593 | 94.111 3-73 32775 
5377 13-7 305400 | $412)3-73 33578 
§378|2.7306208 | 54.13 |3.7334380 
5379) 37307015 | $414 3.7335 181 
5 380) 3.7307823 5137335985 


Dae eee 


warren 


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3.7276226 
37277039 
15343] 3-7277832 
5344] 3-727 8664 
5345 }3.7279477 


os 


541 


ee) 


5346] 3-7280290 (5381 3-7 308630! 541 613 3 soos 5451 3-7 364762} 


5347|3-7281101 | 5382/2.7309437 '3-7337588 


| 5777) S452 3-73 0555 
5348 3.7281 914 | 5353 3.73 10244. | $4.78) 2.73 38990 | $453 1307366355 
534913.7282726 | 538413.7311551 | | 9471913-7539791 §45413:73607151 
5350) 3.72 33538 5385/3731 1857 | 54.20]7.7339993 | $45513.7367948 
5351! 3.7284349 ; 5386 sa these: isle GoRabro 5456| 3073 6S7ap9 
. 1§352]%.7285 161 538743 7313479 [panel 7347905 | 5457 |3.7369§ 40) 
$35313.7285072 4 $388) 3.73 14276 | 9423 13.7942306! 5458]3.7370335 
53594) 3.72867 84 | $389) 37315082 5925)3784597 |p 459]3.7371131 
53 5512.72875 95 |'$390} 37315885 | 34.25'3.734.3997 | 460 Bie” 


= AST J laa | Numi] Log : Logariom. 


367323938 | 


5403|3.7320359 | $433) 3.735 4392 
$404, 3-7327153 | 5439) 3*73 5 5191: 


5426|3.7344708 
54.27 |3-7345 598 


5393| 37318304 | 5428) 306346308 
§394|3-7319109 | $429] 3.7347198 


5430137347998] | 
$431 3.7348798 
5432] 3.7349598 
543 315-7 350307 
5434) 3.735 1196 
a nee 


307 324.742 $436 We ais 


3437 (3-73 53593 


5440) 3-735 5980: 
3441 | 3.73 56787 
5442137357585 
544313-7 358383 
$444) 3.7359181 
5445 |3-7359979 
544.6) 3.7360776 
5447}3-7361574 
544.8] 3.7362371 
544.9] 3.7363 168 
5450 3:7303905 


‘Num. | Logarithm, 
§ 2386] 3.7231272 


§ 287] 3.7-2.32093 


Num.] Logarithm, 
5 231/3.72024.20 
§ 252/3-7203 247 


Num.; Logaritha. Num. | Logarithm. 
51813 7144136 | §21613.7173376 
{5 182)3.714.4974 | §217/3-7174208 
518343.7145812 | 5218]3.7175041 | 5153]3-7204074 | 5288137232974]. 
5 18413.7146650 | §289/3.717 5873 | §254)3.7204901 5289)3.62337306] | 
$185 13.714.7488 | §220)3.7276705 | $255 |3.7205727 | §29013.7234557 


ay —e, | ees | eee 


$29113.7235378 
§292)3.7236198 
9293 3-7 237019 
§29413-7237839 


5256|3.7206554 
§257)|3-7207380 
§25813.7208296 


3 221}3.7177537 
$222] 3.7178369 
522313-7179200 
224,3.71800 32 
22 


§186]3.7148325 
3187|3.7149162 
5188)3.71 50000 


¥189|3-7150837 | 

$190|3.7151674 513-7 $8 0863 sae 37209857 §29513.723 8660 

§191)3-71§ 2510 | §226 3.7 181694 $261 13.7210683 | 5296/3. 723948¢ 

§192|3-715§3347 4 ¥227|3-7182525 | §262)3.7211508 | §297/3.724030 

5193 |3-7154183 | $228]3.71833 564 9263 13.7212334 | 5298)3.724 ee 

§194|3-715 5019 | 5 229]3.7184.186 | 5264)3.7213 159 5299) 3.72 “41939 
i: 3013.7185017 xe. | $300)3.7242759 


5 13-7213984. 


ees 
_—_—_—_—_-—-~, 


5195/3715 5856 


z 
| 


9206} 3.7214809 
5267 |3.7215 633 
526873. 7216458 


hbk 724.3578 
3392) 3+7244397 
5 39313-7245216 


ee 3.7185847 
§232/3.7186677 
$23 343.7157507 


5196|3.71fS66901 
§ 197) 307157527 
51.98!3.7158 363 
ie 3.7 159198 


5234|3-71883 37 | $269)/3.7217282 | $304)3,7246035 
5 200]3-7160033 | 5235]3- 7189167 §270]3.7218106 5305 3.724.685.4 


te 


o1'3.71 60869 6/3.7189996 } 527113.7218930 | $306: 3 Ree ae 
ee | 


152 523 

5202|3-7161703 | $237)3-7190826 | $272)3.7219754 | 5307 

5203 |3-7162538 | 5238/3.71916$5 | 5273]3.7220578 | 5 308)3.7240309 
5204)3-7163373 [5239 71924 | 52 27 4| 327221401 | $30913.7250127 
¥20513.7164207 | 5249)3-7193313 | 3275 13-722222 2ARY 3°72 5.0945 


ipeaietnentemenmeectmeee een 


76/3 7223048 5311 3.725176} 
77|3-7225871 | $312/3.7252581 
7853. 7224604. ¥313'3.7253398 
79}3-7225517 | $314)3.7254215 
80/3.7226339 | $315|3.725 5033: 


- SS ee Se ee 


5206)/3.7165042 | 524113 Bers 
§207|3.7165376 | 5242)3. 793709 | 


em 


Ee 7166710 | $24313-7195799 
= 3.7167544 15244]3.7190627, 


52 
52 
52 
52 
52 


§210]3.7168377 3249 /3-7797455 


[eeeetenennennnnedanimmnemmenees! 


528153 7227162 333° 3.725 5850] . 
§ 282/3.7227984 | $317|3.7256667 
5283 |3.7228806 | §318]3.7257483 
§284]3.722¢628 | $319]3.7258300 


285! 307230450 4 § 32013.72501 16) , 


521113 7169211 $346 3 7198283, 
bs 3-7 170044. | 524.7 |3-7199ET1 


| 5213|3-7170877 4 §248/3.7199938 
5214/3-7171710 | 5249]3.7200766 
§250|3.7201593 


9215|3-.7172543 


E Pace us oan 
Num. Logarithm, | Num.y Logarithm. | Num.{ Logarithm, | Num.y Logarithm 
3401 57373732 | 5495 3-74004.07 | §531|3-7428037 | 5500]3.745543 2 
§ 4.621 3.7373517 4 5497] 3-7401257 | 55 32)3-7428822 | 5567) 37456212 
54.63] 3.73743 12 | 5498 Baap 3-74.29607 | $508] 3-74.56992 


f 


54.64 37375107 | $499] 3.7402837 | 5534|3-7430392 | $599] 367457772 
5465 13-7375902 | $300] 3-7403627 | 5535]3-7431176 7 §570|3-74585 52 
5466] 3.7376696 | s301] 3-7404416 | 5536] 3-743 1961 | 5572] 77459332 
5467] 3.737749! | 55O2| 357405206 | 5537] 37432745 | 5572] 3-7400TT! 
5468] 3.7378285 | 3505 oe 5 538] 3-7433530] 5573|3+7460890, 


(eee ee 
ce ee sey 


|546913.7379979 | $504) 3-7406784.| 5539) 3-7434314 | 55741 3-7461670 
54701 3-7379873 | $505|3-7497573 | 5540 Sea 3.7 4.624.4.0| 


— nd lebensitentaienssaten 


Rae 
ae 


3.7408362 | 554.1 (37435881 | 5576] 327463228 
54.72|2.7381461 | $597/3-7409151 | §54213-743 0065 ! §577|3.7404006 
5473|3-7 382254 | 3508)/3-7400939 | 5543 |3-7437449 | 5578] 37464785 
54.74] 3.7383048 | 35309) 3-7410728 | 5544] 3-7438232 | $579]3+7405 504 
5475 (3-7393841 | $510) 3.741 1516 55801 37466342 
15.476] 2.7384634 | $911] 3-7412304 | 5546) 3-7439799 
[5477] 3:7385427 5512] 3.741 3092 | §547|3-74405 52 
pape eapoee? 551313-74.13880 | 5548) 7-74.413 65 
5479} 3-7 387013 | 5514)3-7414668 | §§49/3-7442147 
5480] 3.7387806 | 5515]3-7415455 | 5550] 3-7442930 


547 1| 327380007 | 5506 


5545] 3-743 9015 


3 eer es 
— ee ———— oe 


5581] 3-74.67120 
5 582] 3.7467898 
553 313-7408676, 
5 58413-74094 54 
5585 | 3-7470232 


ee 


5481137388598 | 35 1613-7416243 | 5551 '37443712 | §$86]3.747 1009 
5482] 3.7389390 


5517|3.7417030 | $5 52|3-7444495 | $587] 3.7471787 
5483] 3.7390182 


5484] 3.7390974 
34.85 }3.73 91766 


5518] 3.7417817 | $553 |3-7445 277 


35% 3-744.6099 


$519] 37418604 
§ 5 20)3.7419391 


5555130744634 1 


——————————————e Stee 7”—__—oooo oO 


§ 556) 3-7447622 | §591| 3.7474895 
5487] 3.7393 350 | 59 2213.7420964 | 5557|3-7448404 | 5392) 3.7475072 
5488) 3.7394141 | 5923427421750 | $558) 27449185 | 5593, 3-7470448 
5489] 3-7394932 | 5524] 3.74.22537 | $5§9)3-7449907 !| $394)3.7477225 


5400} 2-7395723 | 5525137423323 | 5500]2.7450748 | §595|3-747800! 


YTS 


See 


Ee 3.7 3925 58 | §§21/3.7420177 


5501 13-7451529 
§56213.74.52310 
5563 |3-7453091 | 5598) 3.74803 29 
55641 3.745 3871 | 5599) 3.7481 105 
§565'3.745 4652 | 56001 3.7481880 


-_— er 


F401 297396514 
3492) 3.7397305 
54.93 |3-7398096 
'5-494) 3.7398836 
[3495'2-7399077, 


55261 3.7424109 
9527 |3.7424805 
5529) 3.742 5680 
$529) 3.7426466 
L7TSATES | 


3597 |3°7479§ 53 


5530 


, a 


55 88) 3.7472564) 
§ 589] 3-7473341) - 
5590) 3.7474118 


559613.7478778] . 


Num. 1 | Logarithm, 
5601 13.7482656 
5602 |3-7483431 
5603 |3-7484206 | 
3604|3.7484981 
3805 3.748575§6 


$606]3-74865 31 
5607] 3»7487306 

5608]3- 748808 | 
5609] 3-74888 54 
s610)3 SIZANOSPO 


§612)3-7491177 
5913} 3°7491950 
5614] 3-74.92 7 
ae 3.74.93498 


ies 5611|3- 3.7490403 


§616|3-7494271 | 509113.7521253 | $686]3.7548069 


15618]3.7495817 
¥619]3+7496590 
peze 3 si ea 


5617} 36 7495817 | 


3.7498136 
7498908 
7499681 
7 S004 § 3 

Bet 


S38] 


bd ed Od Od Od 


3. 3.701997 
7/3. 730854" | 


ete teats oo 
ql e 
wt ae 


wi SHI 
NAN 


26 

3 8 i3- 7503541 

629) 3-7504312 
5030 3. 3-755 O84 
ae 

1363 2/3.7§06626 

5633)3- 73k 


4 


5505855 


5634.13.7508168 
5635!3.7508939 


5669 


§636|3.7509709 
$637)3.75 10480 
§638)3.7511258 
5639)3.7512021 
5640)3.7512791 


— 


um. | ‘Logarithan. y 


Num. | Logarithm. 

507 113.75 30596 | §706 2.75033 18 
5672 |3-75 37362-) §707(|3.7564079 
5673 /3-75 38128 | 5708/3.7564840 
567413.7538893 | 5709/3.75 65600 
5975 |3-7539659 | §710]3.756636! 


ec | Oe, 


5O41)3.7513561 567613.7540424 §711}3.75§67122 


5642/3.7514331 
5$643]3.7F9T F100 
5644) 3.75 15870 


5945 |3-7516639 | 5680/3.7543483 | 5715 


ee 


564.613.75 17409 
5647/37 51817 

5648} 3. 7518947 
564.9|3.7519716 


5650) 3.75 20484. 


a ee 


§ 605 2/3.7F522022 
§65313.7522790 
$954] 3.7523558 


5055 3 3:75 24326 7998 3.75 S1123 


5957]3.7525862, 
$658] 3.7526629 


5656 3-75 25094 
a 


5662 
5663 
5664.13.75 31 


Pa 7528932 | 


oe pad 


rare | ad 


1285 3-753 1999 | $700)3 


5666 3.75 32766 
5667/3.7533532 

5568) 3.7534298 
5669/3.75 3 5065 
$670] 3.75 35831 


. 


| 
| 


Seems FO, 


37527397 | 5694) 3.755417 5 
| 5095 


3-7529699 pia 
7530466 | 5698 


5077 |3-7541189 | 5712|3.7 567882 
3075 3.7541954 | 571313.7568642 
$079} 3.754.2719 ipo 
3.75 70162 


eee, 


JOST |3.7 544.248 
568213.7545012 
5683 |3-7545777 
568413.7546543 
3685 |3.75§47305 


one 3.7571682 
§718]3.75972441 
§719|3.7573201 

72013 3-757 3900 


coe 3-7574719 
§687|3.7548832 | 5722]3.7975479 
5688) 3.7540596 | §72313.7576237 
5989) 3-7550359 | $724) 3.75 76996 

572$|3-7577755 
§726/3.757851 3 
537 27|3.7§79272 
§728}3.7980030 
5729] 3.75 80788 
373013.7981 546 


<ébi 3.755 1886 
5692)3.75 52649 
§093|3-75 53412 


3*75$4937 


Hi 


37555700 | §73113.7982304 
ae ee 3.7583062 


ie 


3-7597224 | 573313.7583810 
7557987 | §73413,7584.577 
7558749 | $73513.75853 34 


p 3608) 


—~ 


HE 


3 7586091 
3.75 86848 
3.7587605 
3.7988362 
3.7589rT¢ 


573013 
5737 
5738 
5739 
5740) 


3701!3.75 59510 

5702! 3.7 56027 

5793/3 Retreee 

57 O04) 3-75 O179§ 

3705 13.7 562556 
ST bit 


— 


Nom.| Logarithn. 


57 16)3.7 


| 


: 
a 


| 


—_— 


Num.) Logarithm. 


Num.[ Logarithm. 


5741(3-7599875 
$742] 3-75 90632 
§743| 27591388 
5744] 3-7 §92144 


5745 |3s7592900 | 5780 


5746 
3747 
5748 
3749 
576 


37594412 
267595168 
37595923 


57511 307597434 
575 2|3.7598189 
575 3| 37598944 


57 5413-7599699 | 3789] 3.762603 5 
5755 13-7600453 | 57901 3-7626786 


——ee 


575 6| 3.760208 | 5791] 3.7627 536 
1§757| 37601962 | $792] 3.7628286 
57581 2.7602717 | $793 |3-7629935 
$7591 3-7603471 | 5794)3-7629785 
§760| :.7604225 | 5795 |3-76305 34 | 5830} 3.7656686 


et 


3-7604.979 
3.76057 33 
?.7606486 
3.7607240 
3.7607993 


15761 

57621 
§793 
3704, 
795 


. 


a Ot 


$706, 
$797 | 3-7609500 
5768! 3.76102 53 
5769|3-701 1005 


§770| 3.701 1758 | 5805| 3.7538022 5840] 7.7664128 | §875}3.7690079} 


5771 3.76125 11 
3772| 3.7613 203 
$773 |3-7614010 
577413-7614768 


577.513.7615 520 


| 


3.7593656 ( $781 


3.7596678 | 5785 


| 


3.7608746 | 5801] 3.7635029 


be 


ra: 
he 


§779\3.70160272 
5777 | 3-7617024. 
577 8|3-7917775 
§779}3-7013527 
}.7619278 


§81113-7642509 | 5846] 3.76685 88 
5 812] 3.7643256 | $847] 3.76693 31 
5813137644003 , 5848] 247670074 
5814] 3.7644750 | 5846] 3.7670815 
5815 [37645497 | 5850|3.7671 559} 


eto | 
| 


iNum.] Logarithm, be I Logarithm | 


3.7620030 | §816| 3.7646244 

3.7620781 | 5817] }?.7646991 
3.76215 32 ! 5815) 3.7647737 
3.7622283 { 5819] ?.7648484 
3-7623034 | 5820} 3.7649230 


585 1| 3.7672301 
5 85213.7673043 


§782 
5853 oe 


5733 
57 84 58.54. 3.76745 27 
5855 | 3-7675269 


mee oe 


58561 3.7676011 


5$78613.7623784. | $821) 367649976 | 
5857 an | 


5787|3-7624535 | §822|3.7650722 
57838} 3.7625 285 | 5823] 3.7651468 
5824} 3.76 52214 
5825 )3.7652959 
5826) 3.76 53705 
5827) 3.765 4450 
5828) 3.7655 195 
5829) 3.7655941 


5858] 3.7677404 
§85913-7678235 
5860] 3.7678976 


5861) 3.7679717 
5862] 3.76804.58] 
586313.7681199 
5864] 3.7681940 
5865 | 3.7682680 


ee ee —— ee 


5866}3.7683421 
586713.7684.161 
5868] 3.7684901 
3869] 3.768564.1 
587013.7686381} 


579613.763 1284. 
5797 13.763 2033 
$7.98) 3.7563 2782 
5799) 3-703 3531 
§700}3.7634280 


5 831) 3.7657430 
5832]3.7658175 
5833] 3.7658920 
§ 934) 3.7659664. 
583 513.7660409 


men 


ee 
—eees J 


5§836|3.7661153 | 5871 3.7687121 
5802] 3.7635777 | $837] 3.7661897 Ee 3.7687 860 


5803 sesary | 3.7662642 | 5873) 3.7688600 
58041 3.7637274 | 5839] 3.7663 385 | §874}3.76893 39 


§876'3.7690818 
5877] 3.76915 57 
5978) 3.7692296 
3879) 3.769303 5)" 
58801 3.7693773 


3806! 3.7638770 | 5841. 3.7664872 
5897 |3.7639518 | $342] 3.76656 16 
5808 | 3.7640266 ) 5843] 3.7666359 
5809 37641004 | 5844) 3.766702 
381013.7641761 } 5845 | 3.7667845 


| 


Num.| Logarithm. 


588 1 (3.70945 12 
388 2|3-7095250 
5883 |3-7695988 
= 3-7690727 


Nem.] Lovarithnh. | 
5956]3.7771367 
5987) 327772093 


Num, I Logarithm. 
-595113.7745 899 
| 5952) 3-7740629 

§918)3.77217§0 | 5933|3-7747359 | so88)3.7772818 
3919|3-7722483 | $954|3.7748088 | 598913.7773543 
*3929)3-7723217 | S935 |3.7748818 | 5990;3.7774268 

5886|3.7699203 | §921}3.7723951 | $95613.7749547 | 590113.7774093 
be 340980401) 5922 3+7724054 | §957|3-7750276 | 5992/3.7775718 


Num | Logarishen. 
$910|3.77202$2 
§917|3.7728016 


3885 |3-7697465 


5888 |3-7099678 | $923 13.7725417 | 595813.7751005 | 590313.77764.43 
3889}3-7790416 ! $924)3.77261501 Fo59 3-77 51734. | $994)3-7777167 
$890]3-7701153 | 5925]3.7726884 | 5960|3.7752463 | s905|3.7777892 


| Ee Ne Fa ene enna err 
OEE ee 


589113-7701890 | §926)3.7 16 | §96113.7753191 | 5996 
3892|3-7702627 | $927 |3.7728349 | §962)3.775 3020 | yo07 
5893 |3+7703 364» 5928/3.7729082 | §$06313.7754648 | 590813.77 80065 
5894/3-7704101 | 5929/3-7729814 | §964)3.7755376 | 5900 3.7780789 
5895 )3-7704838 3965 13.77§6104 ! 600013.7781513 


3-7779340 


He 
# 


59309)3.7730547 
—— PTT YR REY Spraternsen! Corer gad Cea eee mR — | 
5896|3-7705575 sea 3+77 31279 | $966)3.77 56832 | 6c01|3.7782236 
$807] 367706311 | $932/3.7732011 | $967/3.7757560 | 6002 3.7782960 
5898137707048 | 5933)3-7732743 | $968)3.77§8288 | 6003!3.7783 683 
§899)}3-7707784 | 593413-7733475 }-$969)3.7759016 } 600413.7784407 
§900]3-7708520 | 5935/3.7734207 | $970/3.7759743 | 600g 3.778 5130 


eet (ee * 
——___ —— en teal 


6006!3.77858 53 
0007 |3.7786576] | 
6008}3.7787299 
6009] 3.7788022 
"601013.7788745 


3971(3.7760471 
5972)3.7761198 
397 3|3-7761925 
5974) 3.770265 2 
S975 13-7703 379 


4FSOOI 

¥902]3-7709992 | $937/3.773 5670 
5903]3-7710728 | $938/3.7736402 
§904!3.77114.63 | $939/3.77371 33 
590513-7712199 | 594913.7737864 
§906}3.7712934 | ¥941|3.7738596 | $976]3.7764106 | 6011|3.7789467 
5907|3.7713670 3942 |3.7739326 | $977) 3.776483 3 leo 3.7790190 


3.7709256 | 593613.7734039 


§908 3.7714405 | §94313.774.0057 ; 5978)3.7765559 6013/3.7790912 
§909|3.77 15140 1.5944)3.7740788 | 597913.7769286 | 60141 ,7791634 
5910)3.771§875 | 5945|3-7741519 | $98013.7767012 | 601513.7792356 
|sor113.7716610 5946'3.7742249 | 5981)3.7766738 
J912)3-7717344 | 394-7 )3.7742979 | 598213.7768464 | 601713.779380¢ 
5913 7718813 {oa 367743710 | $98313.7769190 | 601813.77 94522 


6016]3.7793078 


§914/3.77 18513 $5949/3.7744440 | §98413.7769916 | 6019|3.7795243 


yOTS13.7719§ 47 | 595013.7745170 ¥98513.7770642 6020/2.7795 065 
iu | S4{{f 2 | 


\ 


{Num,1 Logarehm. | 
0021|3.7790086 
6022|3.77974.08 
6023 |3.7798129 
6024| 3.7798850 
6025 | 3.7799571 
6026] 3.7800291 
6027|3,7801012 
6028! 2.7801732 
602.9} 3.7802453 
,603013.7803173 » 


Num.] Logarithm, 

6091] 2.7846886 | 6126]3.7871770 
6092) 3.7847599 | 61271 3.7872479 
6058] 3.7823293 | 6093) 37848312 | 6128}3.7873188 
6059 3.7824010 “6094 3.7849024 6129|3.7873806 
6060] 3.7824726 | 6095 |3.7840737 | 6130|3.7874605 


oe ees 


Nun, Logarithm. — 
6056] 3.78213859 
6057] 3.7822576 


eee 


0131) 7.7875 313 
613213.7876021 
613 313.7876730 


6061} 3.7825443 * 6096|3.7850450 
6062] 3.7826159 | 6097] 2.7851162 
6063 |?.7826876 | 609813.785 1874. 
6064] 3.7827 5.92 
6065 | 3.7828308 a 3.785 3208 | 6135 3.7878146 


a= 


ay 3.7803 893 ae 3.7529024. | 61 QMR.7 8 54.0101 6136 2.787885 3 
6032|3.7804613 | 6067/3.7829740 | 6102) 3.7854722 | 6137}3.9870561 
6033) 3.7805 333 | 6063) 3.7830456 


60341 3.780605 3 
6035 |3.7806773 


6069, 3.7831171 
6070} 3.783 1887 


6104! 3.7856145 | 613913.7880076 


6103 3.785 54.34. | 6138 — 
6105 |3.7856857 | 6140)3.7881684 


eee 
av sewer 


6036} 3,7807492 | 60711 3.7832602 
6037|3.7808212 | 6072] 3.783 3318 


6106) 3.78 57568 | 6141) 3.7882391 
6107) 3.7858279 | 6142) 3,7883008 
6038) 3.7808931 | 6073|3.7834033 | 6108 te 3.7883 805 


6039)3.7809650 | 6074)3.7834748 | 6109/3.785 9701 | 6144|3,78845 19 
6040] 3.7810 369 | 6975} 3-783 5463 | 6110)3.7860412 | 6145] 3.7885 210 


ere ee 


ee 


SS einen 


604.1/3.7811088 
6042) 3.7811807 
604.3 | 3.78 12526 
6044] 3.7813245 
6045 13.7813 963, 


6077|3.783 6892 | 6112) 3.7861833 | 614713.7886632 
6078) 3.7837607 | 6113)3.7862544 | 6148] 3.78873 30 
6079] 3.7838321 

6080 3.7839036 


See 


a 


6114 57863094 | 6t49 3.7888045 
6115 13.7863 965 \— 3.78887 51 


ES 


6076/3.7836178 8 37861124 | 614613.78859 26 


6046]3.7814681 | 6081)3.7839750 


6116/3.7864675 
6047|3.7815 400 ess 3.784.24.64 


6117) 3.7865385 | 6152/3.7890163 
611813,7866095 | 6153 3-7890860 
6119|3.7866805.; 6154. = 


61§1|3.7889457 


60481 3.7816118 | 6083 43.7841178 
604.9|3.7816836 | 6084)3.7841892 
6050] 3.7817554.1 6085 13.7842606 


cept) 


Smmmenmeiedenmennl 


6120) 3.78675 14. | 61§5}3.7892281 


60861 3.7843 319 

6087 | 3.784403 3 
6088} 3.7844746 
6289! 3.78454.60_ 
6090! 3.784617 3 


6051, 3,7818272 
6052] 3.7818989 
6053] 327819707 
605 4) 3.7520424 
6055!3.7821141 


612113.7868 224 | 61561 3.7892986 
6122] 3.7868933 | 6157 eel 


61241 3.7870352 


6123] 3.7860643 for3 3.7894397 
6125'3.7871061 


a 4, 


Num | Logarithm} 


a 


— 


6099} 2.785 2586 | 6134] 3.7877438] | 


¢ 
& 


iM 
b 
’ 


» 
' 
v 
A 
’ 
ME 
x 


6159) 3.789§ 102} 4 
616013.7895807| 


- 16162] 3.7897217 


Num.| Legarithm, | Num.] Logarithm. 
61061 ]3.7396513 | 6196}3.7921114 
6197|3.7921815 
6198] 3-7922516 
6199] 37923216 
6200] 379239017 


6163] 307897922 
6164} 3.7898626 
6165 | 307899331 


| 


616713-79C0739 | 6202] 3-7925318 


6166)}3-790003 5 | 6201] 3.7924617 
6168 6203] 3.7926018 


307901444, 


6160] 27902148 | 6204) 3.7926718 
6170] 307902852 | 6205] 3-7927418 


Ee! 


6206] 3.7928118 
6207] 3.7928817 
6208] 3.7929517 


6173 | 3-7904.963 
6209) 3-7930217 


3.7905 666 


6174 


ee 367904259 
6175 


6211 
6212 


3-7931015 


6177! 3.7907776 
617813.7908479 | 6213 
6179] 3.7909182 1 6214|3.7933712 
6180] 3.790988 5 | 0215 |3-7934411 


_———— 


= 
{ 


ee, 


6181} 3.7910587 | 0216)3.793 5110 


6182) 3.7911290 
6183] 3.7911992 
6184) 3.7912695 
6185 }3:7913397 


ie 3-791 4099 | 0221 3.793 8602 


6219] 3.7937206 


: 307907073 
| 6220) 3.7937904 


6187]3.7914801 } 6222) 3.7939300 
618813.7915503 | 6223) 3.7939998 
fe 3-791620§ | 6224) 3.7940696 


6190]3-7916906 | 9225) 3-79413 94 


ee 
| eta 


619113.7917608 | 0226) 27942091 
6192 37518305 
6193}3-79190I! 

6194|3-7919712 
6195 13.7920413 


eee 


3.7906370 6210) 3.730916 


307932314 
3-7933014 


9 Slt ee 


6231]3.7945578 
62.32]3.7940274 
623 3)3-7946971 
6234] 3-794.7668 
6235 |3-7948365 
6236] 37949061 
623713-7949737 
6235 | 3.795045 4. 
6239|3-7951150 
624.0]3.79F5 1846 


| Nuni.} Logarizhm, 


624.11 3.79§2542 
| 6242|3.795 3238 
6243 | 3-795 3933 
624.4|3-795§4629 
6245 | 3-7955 324 
624.6 | 37956020 
6247 |3+7950715 
248}3-7957410 
6249]3-7958 105 
6250] 3-795 8800 


eesti ae 


625143-795949§ 


6217|3.7935809 | 625213-7960190 | 6287 
6218|3.7936507 | 6253 13.7960884 


6254)3-7901579 
6255; 3-796227 3 
6256}3-7962967 
6257 | 3.7903 662 
6258) 3.79643 56 
62 $9] 3-79950§0 
6260) 3.7965 743 


ee 


6261 


3.7966437 


Num. , Logarithm. | 
626613.7909904 
6267 |3-7970597 
6268)3.7971290} * 
6269!13-7971983 
6270)3.797207 $3 


a 
eps 


6271| 307973368 
6272'307974.060 
6273 13-797475 3 
627413.7975445 
6275] 37976137 


6276) 3.7976829 

6277}3.7977521 
6278/3.7975213) 
6279]3.7978905 
6280)3-7979590 : 
628113.7980288 
6282] 3.7980979 
6283!3.7981671 
6284]3.7982 362 
6285] 3.798305 3 


Saeee 


6286'3.7983744] 
3-7984.4.35 


6288 307985 125 


aR 


6290! 3.79865 06 
6291)3.7987197 
62921|3.79878387 
629313.7988577 
62941!3.7989267| 
6295 |3.7989957 


6296] 3.7990647 


6227] 3.7942789 | 6262] 3.7967131 | 0297 |3.79913 37] 
6228] 3.7943486 | 626313.7967 824. 
6229] 3.7944183 | 6264] 3.7968517 
6230!3.7944880 | 626513?.7909211 


6298|3.7992027 
52.99] 37992716 
6300] 3.7993405 


‘Num, hadley 
6371] 3.8042076 
6372| 3.80427 58 


ati? 8 MRE Sede 
Nun. |Logarithm, 

6406] 3.8065 869 
6407} 3.8066547 


Num. | Logarithm. “| Num | Logarithm, | 
6301|3.7994095 | 6336]3. $Or8152 
63021 3.7994784 F 6337| 38018837 


6303 1307995473 | 6338] 3.8019 522 | 6373) 3.8043439 | 6408)/3.8067225 
6304 3.7996162 | 6339] 3.8020208 | 6374] 3.044121 | 6409] 3.067903 
6305 hia ied 634013.8020893 | 6375 38044802 6410 38068580 


eee 


oe Oe 


poe 3-799754.9 | 634.1/3.8021578 

6307] 3.7998228 | 6342] 3.8022262 | 6377| 3-8046164 | 641213.806903 5 
6308)3.7998917 | 6343 |3.8022047 | 6378|3.8046845 | 64131 3.8070612 
6309] ?.7999605 | 6344|3.8023632 | 6379/3.8047526 | 6414) 3.8071290 
6310] }.8000294. 6345 38024316 | 6380] 3.8048207 | 64.15|3.8071967 


6376| 3.8045 483 str 3.80692 58 


ee ee 


63811 3.0048887 ieare 64161}. 8072643 
6382)|3.8049568 ew 3.807 3320 
6383|3.8050248 | 6418) 3.8073907 
6384} 38050929 | 6419]3.8074.674 
6385 3.805 1609 | 6420)3. 8075330 


64211 3.8076027} 


6311) 328000982 | 634613.8025001 
6312} 3.3001670 | 63 47|/3.8025685 
63131 3.8002358 | 634813.8026369 
6314) 3.8003046 } 6349] 3.802705 3 

6315 315003734 635013. POG AEST 


6386 7.805 2289 
6387] 3.805 2969 


6317 3.8005 109 6352|3.8029105 6422 3-8076793 
6318) 3.8005796 | 6353)3.8029789 | 6388) 3.805 3649 | 6423) 3.8977370] - 
6319 38006484 63541 3.8030472 | 6380] 3.805 4.329 | 6424) 3.8078055 
Sa “ian wih 6355 Si ig 6390 3.8055009 | 6425] 3.8078731 


6316)3 eevee ss % eRe gadke 


6siest 3.805 $688 | 6426) 3.8079407 
632213.8008545 | 6357|3-8232522 f 6392) 3?.805§6368 | 642713.8080083 
6323] 3.8009232 | 6358)3.803 3205 | 6393) 38057047 } 6428)3.8080759 


6321 3.3007858 6356 3.803139 ; 
6324) 3.800999 | 6359] 3.803 3888 | 6394] 2.80577 26 are 


ne ——— 


632513 8010605 | 6360! 2,8034571 { 6395}3.8058405 | 6430!7.8082110 

636113,803 5254. | 6396|?.805 9085 | 6431 28082785 
6362) 3.803 §937 ) 63971 3.8059763 | 643 2/ 3.8083 460 
6363! 3.8036619 | 6398) 3,8060442 | 6433!3.8084136 
636413,8037302 | 6399|?.8061121 | 6434)/3.8084811 
63 aid 2.803 7984. | 64.00] 7.8061800 6435 3.808 54.85 


eee 


632612.8011292° 
O32712 SOT1978 
16328 3,8012665 
6329]3.801 3351 
6330 38014037 


6366! 2.803 8666 
6367} 3.803 9348 
6368} 3.8040031 
6369} ?.8040712 
6370138041394 | 


63 3113.8014723 
53 3212, SOTS 4.09 


64.0177.8062478 | 6436 Bosaneal 
64.0213.8063 157 | 6437 a 


6333 3.80160905 
9334 
163351 


64.03 | 3.8063835 | 6438] 3.80875 10 
6404} 3.8064.513-| 64.79] 3.8088184 
6405'3.8065191 | 6440 2,8088859 


38016781 
3.8017466. 


rk 
Ua 
i 
Us 


i 


xiv % 


Nun.7. Logarithm, N uni.] Log arithm, 
651113.8136477 | 6546 as 


Num.y Logarithm, 
6476|3.8113068 
6477 |3-8113739 
64.78] 3.8114409 
64.79|3-81 15080 
6480}3.8115750 i aie 


Num.} Logarit Im, 
6441 | 3.80895 33 
6442] 3.8090207 
6443 3.8090881 
64.4.4] 3.809155 5 
64.45 [368092229 
6446]3.8092903 
6447 |3-8093577 1 6432]3.5117090 | 6517 
64.48 |3.8094250 | 64.83 is 117760 | 6518 
64.4.9] 38094924 38118430 | 6519 
64.50] 308095597 6520 


ESE 


6512) 3.8137144 | 6547|/3.8160423 
651313.8137811 § 6548)3.8161087 
65 14]3.8138478 | 654.9]3.8161750 


6550]3.81624.13 


64.31] 3.8116420 6516 38139811 | 6551 ad 
3.140477 | 6552 oe 


3.8141144 | 6553|3.3164402 
3.8141810 | 65 54/3.8165064 
3.8142476 | 6555|3.8165726 


64.84. 
64.85 


3.81IQIOO 


652113.814.3142 | 655013.8166389 
645 2| 38096944 | 6487/3.8120439 | 6522)3.8143808 | 6557|3.8167052 
6453|3.8097617 $6488 |3.8121108 | 6523] 3.8144474 | 6558)3.8167714 
64.54| 38098290 | 6489/3.8121778 | 652413.8145140 | 6559|3.8168376, : 
64 55,)3-8098962 64.90] 3.8122447 | 6525)3.8145805 | 6560 = 
iloona AUG Wnts i Hoke dae Date eee pane RG 


| 
6451 | 328996270 | 6486) 3.8119769 


SS 


64.56 | 308099635 | 0491] 3.8123116 | 6526) 38146471 | 6F$61/3,3169700 
6457|3.8100308 ; 6492/3.8123785 | 6527) 3.8147 136 | 656213,8170362 
16458 /3.8100980 | 64.93 | 3.124454 | 652813.8147801 | 6563 13.8171024, 


6459] 38101653 | 6494/3.8125123 | 6529}3.8148467 | 6564/3.8171686 
6460] 3.8102325 | 6495 |3.8125792 | 6530) 3.8149132 | 6565 /3.8172343 
646143.8102997 649613.8126460 -653113.8149797 | 959613.817 3000} 
ee 348103670 | 6497)3.8127129 | 653213.8150462 | 9567/3.8173670 


64.63 13.8104342 | 6498/3.8127797 | 6533 /3.8151127 | 6568/3.81743 31 
64.64] 3.8105013 | 0499) 3.8128465 | 6534/3.815179r | 9569/3 81749934 
6465 13.8105685 | 6500/3.8129134 ( 0535 /3.8452456 ) 0570 3.817565 


on 38106357 


6501|3.8129802 | 6536/3.8153120 
6502] 3.8130470 | 6537/3.815 3785 
64.68! 2.8107700 | 6593) 3.8131138 | 6538'3.8154449 | 65733 8177636 
64.69] 3.8108371 | 6504/3.813 1805 0§39}3.8155 (13 | 0574/3.8178297 
6470]3.8109043 fee 3.81324.73 | 6540/3.8155777 | 9575/3. 8778058 


6571/3.8176315 
6572) 3.8176976 


64.67} 3.8107029 


ee fe 


657613.8179618 
6577|3.8180278 
6378]3 8180939 


OF4113.3156441 
6542] 3.8157105 
6§4313.8157769 
6544) 3.8158433 | 9$79)/3,81815 99 
654513.8159006 | 6§80]3 8182250 


ae itn _ 


6506! 3,8133141 
650713.81 33808 
6508 /3.8134475 
6509) 3.8135 143 
6§10!3.8135810 


64.71!3.8109714 
6472] 3.81103 85 
6473| 3.011 1056 
6474] 3.9111727 
Saget eS. 


Be ear 2 ee ee ee? ae Ke, te 
Aer Es hupenAove oe Nat 


Num. | Logarithm. 
O0§T| 3.82283 69 
665 2| 3.8229 522 
6653) 38230175 | 6688)3.825 2963, 
6654} 2.8230828 | 6689] 3.8253612; 
665 5|3-8231481 | 6690]3.8254261]. 


memes 


Num f Logarithia.4 
658138182919 | 6616|3.8205955 
6§82|3.8183579 | 6617| 3.820061! 
653313.8184239 | 5618 38207268 
16584] 2.8184898 | 6619) 3.8207924 
658513-8185558 | 6620] 3.8208 580 
662.1} 3.82092 36 
6622] 3.8209892 
6623(3.8210548 
6624] 3.8211203 
6625] 38211859 


4 


|Num.| Logarithm. Num. [Logarithm | | ; 
OOSO| R825 IO64) 
6687}3.82§2313 


6691} 3.8254910 
6692)3.825 5559 
665 8| 3.823 3438 | 6693 | 3.8256208 
6659] }.823.4090 | 6694) 3.825068 57' 
6660|3.8234.742 | 6695|3-8257506 
6661} 3.823 59394 
6662) 3.82 36046 


6586] 3-8186217 
6587] 3.8186877 
65881 3.818736 
6589\ 38183195 
6590) 2.818885 4 


6656|3.823 2133 
6657} 3.8232786 


—S 


| 


6699}3-8258154 
6697 | 3-825 8803 
6698) 3.825945 1 
6699|3-8260100} © 
6700}3.8260748 


6666] 38238653 | 6701| 38261396 


OF O1[ 309189513 | 6626) 3.82125 14 
6592| 38190172 | 6627]3.8213170 
6§93/3-9190831 | 6628) 3.8213825 | 6663) 3.82 36698 
46594) 3-8191489 ; 6629] 38214480 | 6664) 38237350 
6595 |3+8 192148 6630) 3.8215 135 | 6665| 3.823 8002 


yen SE 


ee ee : oe, 


6596|3-8192806 | 6631) 3.8215790 
16597] 38193465 | 6632) 3.8216445 | 6667/3.823930§ | 6702) 3.8262044 
{6508 38194123 | 6633}3.8217100 | 6668) 3.8239956 | 6703 13.8262652 
6599|3-8194781 | 6634) 3.8217755 | 6669 3.824.0607 | 6704,|3.8263 340 
6600! 3.8195439 | 6635] 3.8218409 | 6670)3.8241258 | 6705 3.8263988 


ee, | Sy ff een, eee 


166014 3-8196097 | 663613.8219064 | 667113.8241909 | 6706} 3.826463 5 


Se 


[6602] 3.8196755 | 6637] 3.8219718 | 6672/3.8242560 | 6707|3.8265283 
6603|3.8197413 |:6638)3.8220372 | 6673) 3.8243211 | 6708]3.8265932 
6604) 3.8198071 | 6639] 3.8221027 | 6674) 3.8243862 | 6709|3.8266578 
6605)3 8198728 | 6640) °,8221681 |-667513.8244513 | 6710)3.8267225 


es 38199386 


{-— 


Ee EES Se ee 


6607] 3.8200043 


66.42) 38222989 | 6677] 3.8245 814 | 6712|3:8268519 
Spat set 400720 
| 


664.3! 3,8223643 | 6675, 38246464 | 671313.8269166 

6644) 3.8224296 | 6679|7.8247114 | 6714|3.8269813] ® 

6645 | 3.8224950 ks aaa PL 38270460], 
! eB hee 


664.1 13,82223 35 5877 2.8245163 6711 2.8267872 


660913.5201358 
6610; 3.0202015 > 


| 6646! 3.8225603 | 6681} 38248415 


6647 | 3.8226257 | 6682/3,8249065 
3.8203985 | 6648]3.8226910 | 6583) 3.8249715 | 6718) 3.8272400 
28204642 | 6649|3.8227563 | 6654) 3.8250304 | 6719) 3.8273046 


2.8205 898 | 665013.8228216 ) C635 3.8251014 | 67 20! 3.8273693 


3,8202672 
3.8203 328 


GOII 


6 
aD 


6716 3.827110; 
6717|3.5271753 


i ee 4 
OOT3 


16614. 


a 


es 


mn 


“yNumy. Num.) Logariehm, 


6721/3. 57 21 |3.8274339 


6722|3-8274985 
6723|3-827§631 


6724] 38276277 


6725 B27 0935 


Ee, 


hs 3.8277 569 
6727| 3.82782 14. 


6728] 38278860 
6729 3.82795 05 


6730| 3.828015 1 she 3.8302678 


6731] 3:9280796 
67 32|3-8281441 
6733|3-9282086 
6734)|3-5282731 


6735 13-8283 376 


——cease ae 


abs 
| 


Nom. sf saeliiiion 


6737|3:8297539 


67 58}3.8298182 


675 6|3.8296896 ee 


67591 3.8298824 


is 38299467 


iceman: tad 


6764 3.8300109 


6762] 3.830075 2 


6763]3-S301394, 
67641 3.8302036 | 67909 


\coeeenennmintinies read 


6766 3.8303 320. 6801 
6802) 3.83263 66 
6803 |3.8327005 
6804] 3.8327643 


67671 3.8303962 
6768) 3.83 04.603 
6769|3.8305245 
6770} 3.83 05887 


ee, 


6736 3.8284022 | 6771|3.8306528 


6738) 3.5285 310 


6737| 38284665 
ae 3.828 5055 


ies 3.8287 887 


674.1 3.828724 3 
6743 3.8288532 


| 


| 
| 


6772] 3.8307169 


6773138307811 | 6808 
6774) 3.8308452 | 6800 
6740] 3.82865 99 | 6775 38309003 | 6810 


eee 


6776 Dhonbie 


6777] 3.83 10375 
6778) 3.831 1016 


9744 3.8289176 | 6779] 3.83 11656 
6745 3 82 89820 this 38312297 | 6815 / 3.833465 | 6850! 3.83 56006 


— 
——, 


68r1! 


jNum,] 8519335 | 


3.83 19977 
6793 | 35320616 
6794 ene 
sae 


6792 


6796 
6797 | 3.8 323173 
6798 eve 

308324450 
ee 38325085 


38 325728 


6805 +3.8328281 


en Se ey 


oe, 


3.322534 | 6831 


0826) 3.83 41663 
6827) 3.8342299 
6828] 3.83.42935 
ee 


‘Num.| Logarithm | 


base 3.83 44207 


a 


303344843 
6832 /3:3345479| 
6833, aes 


683 4/3.8346750 
6835 |3.8347385 
6836 308348021 
6837/3.8348656 
6838 308349291 
6839] 3.8349926 

6840)3.8350561 


———— ee 


6806 | 3.83289109 | 68411 3.835116 


6807 3.8329558 
3.833 0105 
3.83 30833 
38331471 


3-833 2109 
6812/3.8332746 
684 313.8333 384 
6814} 3.83 34021 


ce ee Fn 


6746] 3-8290463 | 6781 3.8312937 


6747] 3.8291 107 
|6748 3.8291751 


67 82)3.8313578 
67831 3.8314218 


674.9] 3.8292394 | 6784 3.83 14.858 
40750 38293038 | 6785 3.8315499 


6751138293681 
57 52] 3.8294.324 
ie 38294967 
675 413.5295611 
197 5513.92 3.82962 54. 


Ie 


ee 


6819 
6820 


3.89 97207 
3053 37844 


6786'3.8 316139 seats 3.83 38480 
67 87}3.8316778 | 6822]3.8339117 


6788 13.83 #7418 
6789 #8318058 


6790 313,83 18698 


6823] 3.83 39754 

6824) 3.8340390 

16825 3.8341027 
SOL TTT 


6842) 3,.8351831 
684,313.83 524651 
684.4 Ss 


a 


6845 |3.8353735 


6846 3-83 54369 
6847] 3.8355003 
6848] 3.835 5638 
6849] 3.83 56272 


eee 


6816) 3.83 35296 | 6851} 3.8357540 
6817) 3.83 35933 
68181 3.8 336570 


68 52 ng 
6853! 3.83 58807 
68541 3.83504.41 
an 3.8360075 


685613 8360708 
6857 18361344 
6858) 2.83619075 
6859] 3.8362608 


41027 | 68601 3.8363241 


"Nam piece Nom] Loohba. | 
SS MDETDGR Terre URE IL DEPOT ET s RUEETE ior atarTompepapepatien (emmepnreame ce 
obo! 3.8363574. | 689613.8385973 6931 3.8407959 | 6966 3034.20835, 
686213.8364507 | 6897|3.8386602 | 6932) 3.34085 86 | 6 96713.8430458 
6853 |3.8365140 PO898)3.83 87232 | 6933|3.8409212 | 6968]3.843 108: 
6864 |3.8365773 | 0899|3.8387861 | 6934|3.8409838 


6969] 3.8431705 
686 513.5366405 6900]3.83 88401 |-6935 13.8410465 ohm 


|N um.] Logarit Me um, | Logaritum. 


: 
a 


6866|3.8367038 
68674 3.5367670 
6868 '3.8368303 
686913.3 368935 
687013.83 69567 


690113.8389120 
6902}3.83890750 
6903 13.8390379 
690413.8391008 
6905 |3.8391637 


remes e 


6936 


Soriemmmemevems 1” toy testa cameatenics anes 


3.841 1001 : 


6971 
6937\3-04117%7 | 6972 


3.8432951 
(33433574 
6933)3.8412343 | 697313.8434197 


693913.8412069 | 6974.3.8434819 
6940/3-8413595 | 6075 13.8435442 


ooo on 


694.1|3.84.14220 | 6976)3.8436065 
6942)3.8414546 | 6977)3.843668% 
6943|3.84.154.72 


687113.8370199 | 690613.8392266 
6872]3.8370832 | 6907 |3.8392895 
687 3)/3-8371463 ; 6908 |3.8393523 
687413.8372095 | 6909|3.8394152 | 694.413.8416097 
6875 |3-8372727 | 6910!3.8394780 | 6945 13.8416722 
6876}3.8373359 | 6911|3.8395409 | 6946}3.8417 345 
6877 | 38373990 | 6912]3.8 396037 
6878)3.8374622 | 6913 13.8396666 | 6948)3.8418 598 | 6983!3.8440420 
6879|3.8375253 | 6914)3.8397294. | 6049|3.8419223 ) 6084|3.8441042 
6880|3.8375884 | 6915 |3.8397922 | 6950}3.8419848 | 6985 |3.8441664 


6978)3.84.373 10 
6979} 38437932 
698073.843 8554 


ee, 


Some Nemes ee ee, 


6981|3.8439176 
6947|3-8417973 | 698213.8430708 


tree 


6951/3.8420473 | 6986138442286 
6952/3.8421098 | 6987]3.8442907 
0953|3.8421722 | 6988/3.84.43529 
0954) 3.8422347 | 698913. 8444150 
6955 |3.8422971 | 6990138444772 


6881 
6882 


3.8377147 | 6917|3.8399878 
16883|3.8377778 | 6918)3.8399806 
68841 3.8378409 | 6919/3.840043 3 
6885 13.8379039 692913.8401061 
688613.8379670 
6887} 3.83 80301 
6888 3.8 380931 
6889|3.8381562 
6890|3.8382192 


38376516 | 691613.8398550 


resto Seco 


692113.8401684. | 6956 
692213.8402316 | 69§7 
692313.8402943 | 6958 
6924.13.8403571 | 6959 
fig 3.8404198 | 6960 


aera 


3.84.23596 
3.8424220 


6991/3.84.45 393] 
6992]3.8446014 
(3-84.24844 699313.8446635 
3.8425468 | 699413 ,84.4725¢] 
3.8426092 | 699513.84.47877 


| 


689113.8382822 | 692613.38404825 | 6961'3.8426716 | 6996h3.8448408 
689213.8383453 | 6927|3.8405 452 4 6962)3.8427340 | 6997|3.844911¢ 
6893 |3.8384083 | 6928)3.8406079 | 696348.8427964 | 699813.8449736 
6394|3.8384713 | 6929 38406706 | 6964)3.8428588 16939 3.84503 60 
6895 |3.8385343 | 6930] 3.84073 32 | 696513.842921T | 7000/3,84 50980] 


a oe, 


- i - 


Num| Logarithm. 
tetlie A Ie Steere 


7OO1|3.345 100! 


we 7002| 3.845 2221 


| 


170351 2.8472641 | 7070!3.8404194 


4003| 38452541 
7004| 3-545 346! 


Num.y Logarithm. 
7035] 38473258 
7237 13.347 3876 
7038133474493 
7.039] 3.8475 L10 


* 


7005 | 3004.5 4.081 { 7040 3.847 5787 


7007 | 33455321 
7008 | 384.5 5941 
7009 3.8456561 
7O10 3.8457180 


Seno 


_I7o1r! 3.8457 800 


3.8458419 


7012 
3.8459038 


7973 


70141 3.8459658 7049] 3.94.8127§ | 7084] 3.8502786 


7015|3-8460277 


—— 


7016|3.8460896 
FOL7| 3.84.61 515 
7018) 3.846213 4. 
7 O19] 3.894.627 § 2 
7020} 3.84.63 371 


3-8463990 
38464608 
7023] 7.04.65 227 
7024| 3.846584 5 


{7025 3.840646 3 


| 


etl 


7026] 3.8467081 
70271 3.8467700 
7028! 3.84683 18 
70291 3.846893 5 
7930} 3.84695 53 
7031! 3.8470171 
7032|3.8470789 


7006 78454701 | 


7041 13.84763 43 
7042] }.8476960 
7043 |%:8477577 
704413.84.78193 
7045 | 3.8478810 
70464 3.8479426 
7047|3.8480043 
704.8} 38480659 


7050) 3.848 1891 
70§1|}.8482507 
FOF52| 3.848 3123 
705 3 13-8483 739 
705 4.13.84843 95 
7055 | 3.484970 


~~ 


705 613.8485 586 
7057/1 3.0486201 
7058] 3.8486817 
70§ 9) 3.849747 2 
7060; 3.84.88087 
7061) 3.8488662 
7062] 3.84.89277 
706312.8489892 
7064] 3.84905 97 


} 7065] 3.8491122 


7066! 2.84917 36 
7267 | 8492351 
7068] 3.8492965 


N im. Logariibn, 
707 1|3.84.94%08 


710613.8516252 
7107} 3.55 16863 


7072) 5.8495 423° 
7973 : 
7074|3-8496651 | 7109 2.85 18085) 


7075 aed 


——— 


38497878 | 7111) 38519307 
7077 | 3.8498492 | 7112|3.8;19917 
707813.84.99106 | 711313.8520528 
7979| 308499719 | 7114 
7080] 3.8 5003 33 | 7115 


7076 


2.852174. 


7081 
7082 
7083 


3.8 500946 | 7116 
33501559 | 7117 
3-8502172 1 7118] 2.8523580 
7119)3.8524190 
712013.852480c 


7085 13.8503 399 


eee 
ee eee 


7086 
7087] 3.8504624. 1 7122] 3,8526020 
7088) 3.8595237 | 712313.8526629 
7089 |3.8505850 | 7124) 3,8527239 
7090} }.8506462 ' 7125 3.8 527849 


LTS 


Ee 


7091) 368507075 | 7126) 3.8528458 
7292] 3.8507687 | 71271 3.8529068 
7093] 3.85083 00 | 7125] 3.8529677 
7094] 3.8508 912 | 7129] 3.85 30286 
7295 1300509524.) 713013.8530805 


7096] 3.8510136 
7997) 3.8510748 | 7132)3.8532113 
7998) 3.8511360 | 71331 3,.8532722 
7999) 3.85 11972 | 7134)3.853 3331 
7100] 3.85 1258 3 | 7135 13.8533940 


Se 


7101!3.8513 105 | 713013,.85345§48 
7102)3.8513807 | 7137] 3.853 5157 


, ——— 
jNum.y Logarithm 


3.8521130) 


3039223594 
3.85 22970 


3Syo4orr | 7121/3,.8525 410] 


7033) 3-8471406 
5034, 3.84.72024 | 7069) 3.8493580 


7103|3.8514418 
7104.13.85 15030 
710513.8515641 


ee - ee: fiaelenigeesoce —— 


: 


TCece 2. 


713 8)3.85 35765 
7139) 3.85 36374 
7140 3.85 36082 


; 


38496037 | 7105] 385174741 


Num.y Lagarithmn 
714.1/3.8537590. 
714.2|3.85 3 8198 
714.313.8353 8806 
714413.3539414 
47145 |3.8540022 


ee 


‘a aM ANA i) 
»~ Ay 


Nam | Logarithm. 
7176|3.85 58824. 
7177|3.85 59429 
ee 3.8560035 


717913.8560640 
7180 3.9 561244, 


CNS - ey 


ee 


Num. Logarta 1 Nam Leega or] 
7211 |3.8579955 


72123-95805 §7 
ia: 3.8581159 


7214|3.8581761 
7H1513.85823 63 


emmmcigemnen | POT erenenneemensmeneny 


| 7146|3.8540630 | 7181/3.8561849 | 721613 8582065 


7147|3.5541238 
714813.8541845 
714.9|3.8542453 


718213.8562454 
718313 8563056 
7184)3.8563 663 


7217|3.8583 567 
721813. S§ 84.169 
72,19|3.8584770 


7150}3.8543060 | 7185 ]3.85 64268 yaee 3.8585372 


mempee | eames scr 


7151139543068 
71§2|3-054.4275 
71§3|3-8544882 
71§413.8545489 
71 $513.35 46096 


comer ty 


eee 


7186 3. 8564.872 
7187}3.85 65476 
7188|3.8566081 
7189|3.8 566685 
7190]3.8567289 


ete! te 


722 72213 8585973 
72.2213.8586575 
ts 3.8587176 


722413.8587777 
722513.05 38370 


SESS Ss Se 


7156)3. 8546703 | 719113.8§67893 | 722613.8588980 


7157 | 300547310 
1715813.8547917 
7159}3.95405 24. 


7192)3.8568497 
719313.8569101 
719413.85 69704 


7227|3.85 89581 
72.2813.8j90181 
7229]3.8590782 


7160|3.8549130 | 7195|3.8570308 7230)3 8591383 


phe AA 
7161]3-8549737 
7162]3-85 50343 
7163|3-85 50949 
7164}3.85 51556 | 
7165} 3-05 52162 
7166|3.855 2768 
7167 |3-85 53374 
7168'3.85 53980 
7169|3.8554586 
hike 3.555192 


7171'3.855§797 
7172] 3.95 56403 
7173|3-8557008 
717413.35 57614 


as 3.8573928 


Se 


7196) 3.8570912 
leis 3.85715 15 
7198/3.05§72118 
7199) 303572722 
7209 )3.8573325 


oes 


7202)3.8574.5 31 
7203 ,3.8575134 
FZOKI2 0575737 
Vie 3.8576340 


720613.8576943 
7207}3.8577545 
72.08| 3.85781 48 
7209|3.8578750 


717513. Deb e e 
ee see TR a aN TA SADE 


7210138579353 


7231;3.8591984. 
7232/3.8592584 
7233133593185 
1 7234913.8593785 
7235 3 9594385 


a 8504986 
3.85955 86 
3.8596186 
3.85 96786 
3.85 97386 


7236 
a 
7238: 
7239 
7240 


ene 


oaga\. 8507985 
724.213.8598585. 

724313.8599185 
724413.8599784 
724513, 3600384. 


Pen betwee 


See PORE) Reetnye 


724.63 8600983 
7247 |3-8601583 
724813.8602183 
724.9|3.8602781 


725113.8603979 


725613.8606973 
725713.8607571 
7258|3.8608170 
7259|3.8608768 
ee 3.86093 66 
ea 3.8609964- 
7262 3.8610562 
72,03 13.86I11160 
7264|3.8611758 
|7365)3 3.86123 56 


— ~~ 


726613, 86129541 
7207}3.8613 552 
7268/3.8614149 
7299)3.8614747 
7270;3-8615 344 
7271 
7272 
727313.8617136 
7274/3 861773 3 


7275 368618330} _ 


7277 |3.06195 24. 


7280|3 8621214 


uM. ay wm, 
Pe a Ag 


725013.8603 380 


oon eee 


= 
q 
| 
| 
y 
f 


' 


3.8615 041 | 
3.86165 39] | 


»727613.8618927 


727813.8620120}. 
7279}3.8620717]| 


{7281138621910 


. E> 3.8624296 | 7320]3,8645 111 


ie 13 a 7348] 3.8661691 


= 


iNum. | Logarithm. y 


7 316|3.8642737 7351) 3-80634.64 
7317| 38643331 | 7352|3.8664055 
7318]3.8643924 | 7353]3.8664646 
7 319) 3.86445 17 


7282 3.8622507 
72.83 | 368623103 
7284] 3.8623 699 


HE 


emer 


3.8645 704 


7286 3.8624892 7321 735613.86664.17 
72871 3.8625 488 1 7322) 7-5646297 | 7357[3.8667008 
{288 38626084. | 7323'3.8646890 1 7358 38667598 
7289] 323026679 | 7324 38647483 | 7355)3 8668188 
72.90) 3-8627275 3 7325 | 3.6948076 a .8668778 


7361 Fersry 
7362) 3.9669958 
7393 | 3.86705 47 


72.91 { 38627871 | 7326 38648669 
72.92] 3-8628467 | 7327|3.8649262 
72.93| 38629062 | 7328) 3.86493855 
71941 3-8629658 | 7329] 3.8650447- 
72.95 |3-8630253 | 733013.865 1040 


7303 Beoaas 


Sete eee 


72.96|3 8630848 | 7331/3.065 1632 7356 dase 
7297 | 3-853 1443 | 7332]3.8052225 | 7367|3.8672907 
72.98) 3-8932039 | 7333}3-8652817 | 7 368] 3.8673406 
72.99] 3-8632634 | 7334) 3.865 mA 3.8674086 
7300} 3-863 3229 | 7335/3.3654001 | 7370}3.8674675 [7 
73 3643.8654593 | 7371]3-8675264 
7337/3865 5185 | 7372|3.8675 853 


7301} 3-863 3 823 
7302] 38634418 
7303|3-8635013 
7304] 3- 8635608 
oe 3 8636202 
7306 3.86 36797 
7307] 35637391 
7308) 308637985 
papier 3.86 385 89 


7338)3.8655777 | 7373] 33676442 
7339|3.8656369 | 7374)3.8677031 | 
734.017,0056961 7375 3.8677620 


ee ee coe 


7341/3865 7552 17376 3.867 8209 
7 342) 3.865 8144 | 7377|3.8678798 
7343 | 3-805 8735 | 7378) 3.86793 87 
734413.86593 37 ! 7379] ?.8679975 


SR ay 


7310} 3.063 9174 


7311 3,8639768 | 734613. ae 13.8681152 


7312| 3.86403 62 | 7347] 38661100 | 7382) 3.8681740 
7383) 3.8682329 


73143-3041 950 | 7349] 3.8662282 | 7384) 3.8682917 
7315! 3.864.2143 | 7350138662873 | 2385 3.86835 05 


me eae tee ep ek 


Num.| Logarithm { Num.] Logarithm. 


| 


| 


; 
f 
7 


| 
| 


Nun. “ise 

7 386| 38684093 
738713236 84681 
73 88]3.86852 69 


7354| ?-8665236 | 7389] 3.8685 857 
7355 |3-8665827 7390 38686444 


oie 3.868403 2 
7392) 3.8687520 
7393 |3.5688207 
7394| 3.8688794 
7395 | 3.86893 82 


—|—___ 


a 


739613.8689960] 


7397) 3-5690556]| - 
7398 dagen 
7 354] 78671138) 7399/3.8691730} 


rane 3.8692317} 
—— TET 
7401/3.8692¢04 
7402] 3.8693491 
7403) 3.8694077 
7404] 3.8694664} 
740513.8605 251 
7400 3.8605837) 
74.07 |3.8696423 
74.08 }3.8697010 
7409 |3.8697596 
74.10!3,.86981 82 
7411 38698768 
7412) 3.36993 54. 
74.1313.8699940 


7414138700526] 
7345 pees EEK 3.86805 64. | 74.15 38701112 


7416 sSrateen 01697 
74.17 | 308702283 

74.1813.8702868 
7419] 3.8703454 


| 74.20 3.87040 39 


~ Ne er lagi ey - as 


i um.| Logarithm, Nun.y Logarithm. 
74.21] 38704624 | 74.5613.8725059 
7422] 3.8705 209 | 74.57 3.8725 641 
7423] 308705795 | 74.5813.87262.24 
74.24] 3.8706380 


Nuni.[ Logarithm. y. 
752.613.8765 642 
7§27|3.8766219 
7528|3.8766796 


"N unl] Dien dihva, 
7491 |3.5745398 
7492|3.874.5978 
7493 879737 


7494308747137 | 7529138767373 
7495 |3.874.7716 | 753013.8767950 


entnctaieiisenitinaciity Sees 
0 Ss ee 


7496} 348748206 | 7§3113.87685 26 
7497|3-8748875 | 7532|3-8769103 
7428 [308708719 | 74.63 |3.8729134 |.7403]3.8740454 | 753313.8769680 
17429|3.8709304 | 7464] 3.8729716 | 74.99|3.8750034 | 7534|3.8770256 
7430] 3-9709888 | 7465 /3.8730298 | 7500] 3.8750613 [ 7535 |3.8770833 
SL LORE aT ATMS EY 
7431138710473 | 746613.8730580 ) 7501 3.875 1192 | 753613.877 t409 
7432138711087 | 7467)3.8731461 | 750213.8751771"| 7537|3.877 1085 
7433/3.8711641 | 74.68] 3.873 2043 | 7303 [38752349 |.7538/3.8772561 
7434 348712226 | 7469] 3.8732625 | 7504|3.8752928 | 753913.8773137 
sD eas 7470) 3.873 3206 | 750513.875 3307 1 754.0 38773713 
i eieneeenel ~~ oemmemmemrrees | (cenmerenctatepSene em sey 
74.3 6|30871 3394 75061 38754086 | 7541|3.8774280 
|7437)3.8713978 | 7472) 3.873 4369 | 7507|3.87 54664 | 7542/3.8774865 
74:38/3.8714562 17473) 3.8734950 | 7508)3.875 3243 | 754313.8775.441 
174.39|3.8715146 | 747413.8735531 | 7509 3.8755821 | 7344/3.8776017 
7440) 3.8715729 | 7475] 3.8736112 | 7510 303756390 | 7545138776592 


7426|3.8707549 | 7461|3.8727970 
742,713,8708 13 4. | 74.62| 3.87285 52 


| SE ieny ff Ser 


ee 


pote 
7471 3.8733788 


eee oo eines 


74761 3.8736693 | 751113.8756078 [eas 38777168 
7477.|3-3737274 | 751213.8757556 | 754713.8777743 
747813.8737855 | 7513|3.8758134 | 75481 3.8778310 
7444 | 3.87 18064. | 74.79) 3.8738435 | 751413.87 58712 | 794913 8778804 
17445 13.8718647 | 7480) 3.8739016 | 7515 }3.8759290! 7550 387709469 
7516} 3.8759868 | 7551 3.8780045 
7317) 3.8760445 


753213.8; 89620] 
PGE EY lo: 


ners ee ee 
en ao bene ; 

j ‘ bs 
on <a — 


7441 13.87 16313 
74.4.2(3.8716897 
74.43 |3.8717480 


7447) 3.8719814 | 74821 3.8740177 
7448) 2.8720397 | 7483) 3.8740757 


7533 3.8781 195 


7449| 3-8720980 | 7484] 3.87413 38 { 791913.876160: | 755413 8781770). 
1745013-87215 63 ieee 3.8741 918 | 7520} 387621781 7555 |3 8782345 


7486) 38742498 |°7521 
45 213.572.2728 | 7487|3.8743078 | 75221 3.8763 333 


14.5313.8723311 Be 38743658 [ 752313.87630r1 


17451)3.8722146 3.878 2919 


755713.8783493{ 
7558/3 8784060 
7559\3 8784643 
75602 8785218 


38762756 | 7556 


'454) 368723804 | 7489/3.8744238 | 752413,8764488 


TASS 3.87 24476 | 7492'?.8744818 


hes 3.8719230 | 74.81 |3.873 9597 
752512.8765065 


Ta. Fr. ry SS lle iP A igi 2% Pr , PETAL OR i ee Ce Oe ae. Thee 
MO eee eS - : shy oS, Sa Ae ea Ti ey <P ee : 
xt é Bare ~ aN ike Red em 
by y : - ; 7 


ow Fats =A 


Num. lum.| L sagarithmn. | | Num. ‘Nam iii =a “Nam: ce “Nun. [Logartibone. 4 


75061 3.8785 792 | 759613.8805850 | 7631}3. S8258IF | 7066] 3.8845688 
7§ 62 | 38786367 5 7597) 38806421 | 7632/3.8826384 | 7667 13.583 40255 

7563 | 308786941 | 7598] 3.8806993 | 7633] 3.8826953 | 7668/3.3846821 
7564]3-8787515 | 7599] 38807564 | 7634| 7.88275 22 | 7669] 3.88473 87 
7565 |3-8788089 17600 inane Ee ab 8828090 | 7670 a 


7566] 3-8788663 | 7601 3.8808 707 7636|3.8828 659 
7567] 3-8789237 | 7602) 3.8809279 | 7637| 3.8829228 
7568/3-8789811 | 7603 3.8809850 ee 


7671} 3.98485 20 
7672|3- ay 


7573) 3-0849652 
3.8850218 


7569] 38790385 | 7604} 3 coheed 7639] 3.88303 65 | 7074, 
3.58507 84 


7§70] 38790959 | 7605 cis ere 38830034 | 7675 
7571} 387915 32 7606) 3. $8t15963 7641 at 
7572 8752086 | 7608] 88121 34 ee 


7676)3.585 1350 
7977{3-585 LOTS 
7678} 3-885 2481 
7679 — 


ea 


sedis 764.3 13.58 32639 
328833207 


7609| *.8813276 | 7644 


lo574) 3. 793253 
7575 3.9793 826 

7576) 38794400 
7577 | 38794973 
7§78] 3.8795 §46 
7579 ‘nog 


as, 7680) 3.885 3612 


a A 


6} 3-883 4.343 | 7681] 3.8854178 
7682] 3.8854743 


7OII | 
7648 pied bots 3.5855 508 


3.881441 
7612 3.8814 
7013)3.8815558 


ree 
7614. Hatvcons [ook 3.883 6047 


7647]3.8834911 


76h) 2853508 


761513.8816599 | 7650] 3.833 6614. A285 Spat 36 


7580] 3-0796092 


ae 3.87972 7616 38517269 765113.8837182 7686 y eeepdcn 
7582 *eyon83 7617] 3.8817840 
7618}3.8818410 
7619]3.8818980 


76201 2,8819550 | 7955 3.8839452 | 7690) 3.88509263} 


765 2|3.88377§0 | 7687 33857569) 
765 3|3.8838317 | 7688 348858134) 
7654) 3.883 8889 | 7689) 3.385 8600 


7583|3.8798411 
eS 7584) 3.8798983 


17585 ee 


7 § 831398801273 | 7923! 3.8821259 | 7658) 3.8841154 | 7693 3.886095> | 
7589 poze = 8821829 | 7659] 7.8841721 | 7694/3.88615 22 


7625 |3.8822398 | 7660] 3.8842288 | 7695|3,3862086 


Rae en | wm peers remaceEeee 


Ee BBHOOTSI | 7622] pBBaooe | 7057) j.BRkey 86 170021 FB Gba oa) 


7590} 3.8 80241 


—— 


eterna 


| ee 


7586|3.8800128 ak 8820120 | 7656] 3.88400I19 38840019 | 7691 7691 3.885 0828 


ee ee 


759113.8802990 


75.92}3.8803 562 
7593|3:88041 34 | 7628) 3.8824107. 
7629] 3.8824.676 


75.94] 3-8804.706 
[7595 3.885278 | 7630] 3.8825245 


7696! 3,8862651 
7697|3.88632 15 
7698) 3.853779 
7999] 3.8864.3.43 
7700! 3, }122 | 770013.8854907] 


7661, 3.88428 55 
7662/3.8843421 
7663) 3.884.3988 
7564) 3.884455 5 
| | 7665'3.8845122 


7626! 3.8822968 
7627 | 3.8823 537 


(CREE eee eae 


Ne eC BE. Ree 
is eee ages We! ALS), tg \ 2 
j “ ni * . 
aS 


Nun L agarithm. 


lum. Logarithm. | Num., Logarithm, 1 
77 36|3-8885 165 | 7771] 3.8904769 | 7806!3.89242 85 
77 37|3-8885726 | 7772| 3.8905328 | 7807|3.8924842| 
7793 | 3088665 99 | 7738] 3-8886287 1773 3-8905887 | 7808) 3.892538 
7704|3.8867163 | 7739|3.3886848 | 7774 3.89064.45 7 7809] 3.892595 4 
7705 | 308867726 | 7740/3.8887410 | 7775|3.8907004 | 7810 3.8926510 


eee 
oe 


um. | ATES EN 
7791 | 3.8865 4.71 
7702] 3.886603 5 


7706 3.8868290 
7707138568854 | 7742)3.8888531 | 7777|3.8908120 | 7812|3.8927622 
7708 | 308869417 | 7743 |3.8889092 | 77781 3.8908679 | 7873 
7709} 38869980 | 7744/3.8889653 | 7779|3-8909238 1 7814. 
77 10} 3088705 44 | 7745 |3.8890214 | 7780|3.8909796 | 7815 


7741|3.8887971 | 7776 yeas 8 3.8927066 


3.992817 
3.8928734. 
3.8929290 


ee ee 


ees 


| 3.89290846 


1771238871670 | 7747] 3.8891 336 | 7782]3.8910912 | 7817|3,8930401 
7713) 3.8872233 | 7748] 3.8891896 | 7783] 3.8911470 
7714|3.8872796 | 7749] 3.8892457 | 7784|3.8912028 
ara 7750] 38893017 | 7785 13.8012586 


7716) 398873922 es 38893577 | 7786] 38913144 


7711/3.8871107 | 7746 8851436 | 78 3.8910354.| 7816 


7818}3.8930957 


7819 = 


SSS 


7820/3893 2068 


See 


=, 


| 7821 3.8932623 
7717, 3.8874485 | 7752) 38894138 7822) 3.8933 178 
7718 )3.8875048 | 7753) 3.8894608 
7719) 3-8875610 1} 775413,8895258 
7720| 38876173 | 7755 | 3.889581 8 


eure 


7787 |3.8913702 
7788) 3.8914259 | 7823 }3.8933733 
77 89|3.2014817 | 782413.8934288 
7799] 308515375 | 7825 |3.8934843 


wsemesees op 


Sa eeees 


177211 3.0876736 | 7756 


38896378 | 7791/3.8915932 
7722) 3.8877298 | 7757] 3.8896938 | 7792/ 3.891648 
7723] 38877860 | 7758) 3.8807498 | 779313.8917047 | ae 
7724, 38878423 |77 5913-8898958 |'7794/3.8917604 | 7829|3.8937063| 

783013.89376181 


782613.89353981 
7827/ 3.893595 3 | 
7828 3.8936508 


7725 13.8878985 | 7760) 3.8898617 | 77953.8918161 | 
17726 |3.8879547 | 776113.8899177 ! 7796 3.8918718 | 783113.8938172 d 
47727 |3.8880109 | 7762) 3.88997 36 | 7797|3.8919275 | 783213.8938727| 

7728} 3.8880671 | 7763 ,3.8900296 7799) 3.89109832 | 783313 8939281 

7729} 308881233 | 7764] 3.890085 5 4 7799]3.8920389 | 783413 8930836 
1773°)3.8831795 | 7765 38901415 | 7 Hoc 3-8920946 | 7835| 3.89403 9¢ 

POR ek: LON Wf BS Pacha AY Wp. e 

7731 3.888237 

173213, 8882918 

773313.8883480 

7734) 3.8884042 
17 3513.8884603 


| 


7796 38901974 | 7801 3.8921503 
7797|3.8902533 | 7802] 32,8922059 
7768] 3.8903092 , 7803| 3.8922616 
AGeHer 60 3 780413.8923173 
77701 3.8904210 | 7805!3,8922729 


783613 8940944 
7837 |3.8941498 
7838) 3.894205 3 
7539)3 89421607 
7840)3 8943161 


SR ee a ae — 


Nam. Logarithm, | Num | Logarithm. \ Num Logariebm, 
78 4.113.8943715 | 7876 3.8963058 | 7011 3.09523 14 
7842|3-8944268 | 7877] 3.8963 608 ! 7912/3.8982863 
‘17843 |3-8944822 | 7878 sais 7913/3.8983412 


7844 |3-8945376 | 787¢|3.8964711 | 7914/3.8983960 


ae 


784.5 |3-9945929 


7846|3-894.6483 | 7881/3.8965 813 | 7916/3.8985058 
7847 8947300 788 2|3.89663 64. | 7917|3.8985606 


7848|3-8947590 | 7883 |3-896091§ | 7918]3.89861855 
7849|3-948143 | 7884/3-8967466 | 7919/3.8986703 
7850|3-3948697 | 7885|3-8968017 | 7920]3.8987252 


Fe 3.894.9250 | 7886]3.8968568 


——, 


792113.8987800 
7922|3.89883 48 
7923 |3-8988897 
792413.8989445 
7925 |3.8989993 


7852|3-8949803 | 7887/3.89691 18 
785 3|3-8950356 | 7888) 3.8969669 
iS 3.8950909 | 7880] 3.8970220 


17855 13-895 1462 | 7890)3.8970770 


| 


——ae! ome | Set 


ee 


7926) 3.8990541 


7856|3-So52015 | 7891 3.89713 20 
7927) 3.8991089 


7892|3.8971871 
7858 3.895 3120 | 7893}3-8972421 | 7928)3.8991636 
785 913-895 3673 | 7894|3-8972971 | 7929]3.8992184 
7860|3.8954225 | 7895|3-8973521 | 7930)/3.8992732 


eg OO ey 


7861}3-8954778 | 7896)3-8974071 | 7931)3-8993279 

7862|3-8955 330 | 7897/3-8974621 | 793213.8993827 

|7863|/3.8955883 7 7898)3-3975171 | 7933|3.8994375 
| 7899|3-8975721 | 7934138994922 

7865 

7866|3-3957539 


Ee 308952568 


1786413.89564.3 5 
3.89 56987 


ead —emene | © 


-_—_—— 


3.8996017 
3.89965 64. 
3.8997111 
3.899765 
3.8998205 


790913.8976271 7935 3-899 5469 
7901|3.8976821 | 7936 
7867!3.8958091 | 7902|3.8977370 | 7937 
78 68'3.8958643 | 790313-8977920 | 7938 
78.69|3-8959195 | 7904)3.89784.69 17939 
7870|3.8959747 | 7905|3-8979019 | 7940 


eel 


ee 


787113.8960299 
787213.896085 1 | 7907}3.8980117 | 7942]3.8999299 
78733-8961 403 | 7908) 3.980667 | 7943 |3.8999846 
7874) 3.895195 4 | 7909 3.8981216 | 7944)/3.9000392 
787513.8962506 | 7910!13.8981765 
gt rae Uunuu 


790613.8979568 | 7941138098752 


794513,9000939 


(ae ogarithm. 


a ete 


794.6]: 03001 450 


1 7947 |}3e900203 2} 


| 7948| 329002579 
7946309003 Ai 


7 $80|3.8965 262 7915 |3.8984509 7950}3e9003671] 


—— TE 


795 1|329004218 


79§3 |3-9005310 


7954./3-2005856} ~ 


7952 ss 


7957|3-9007494 
7958) 39008039 


3.90085 85 


7956 —— 
7959 


7960|3.990913 ag 


Ly 


—-—- 


3.9009676 
7962/3.9010222 
7963 3-9010767 
7964.)3e9011373 
| 7995 3.901 1858 


—__. | *——_—_—_— 


7961 


7966!13.9012403 


7955 |3-9006402| - 


796713.9012948] | 


7968 |3.901 3493 
7969|3.9014.0 38 
797013-.9014583 


| 


7971{3.9015 128 
7972|3.9015§673 
|7973 3.901-6218 
7974|3 9016762 
7975} 3-9917307 


7976|3.9017851 
7977|3.9018396 
7978}3.9018940 
797913.9019485 
7980] 3.9020029 


qj 


pe 
»- 
os 


- 179811 3.9020573 | 8016] 3.9039577 | 8051] 3.905 84.98 | 8086 3.90773 37] 
7982) 7.902117 | 8017 |3.9040TI9 | 8052] 3.9059038 | 8087| 3.9077874 
7983] 3.902166! | gers 3-9040661 | 8053] 3.9059577 | $088 309078411} 
7984) 3.9022205 | S019] 3.904.1202 | 805413.9060116 | 8080 3.907 8948 
7985 |3.9022749 | 8020}3.9041744 | 8055]3.9060656 | 8090]3.9079485 


|Num.1 Logarithm, | Numa. Logarithm. | Num. Logarithm, | sos) Logaritha | 


Catania 


8021]3.9042285 | 8056] 3.90611 95 
7987 | 349023837 | 8022] 3.9042827 | 8057] 3.9061734' 
7988] 349024381 | 8023 itso | 80581 3.9062273 


7986] 3.9923 293 8091] 3.9080022 
8092] 3.9080559 
8093 13.9081 005 
8094, 3.908 1632 
8095] 3.9082169] 


7989] 3.9024924 | 8024]3.9043 909 | 8059] 3.9062812 
7990] 3.9025468 | 8025] 3.9044450 | 8060] 3.9063 351 
7991139026011 | 8026)3.9044.992 | 8061 ped se Boi 309082705 
7992|3.9026595 | 802713.904.5 §33 !806213.9064428 | 8097 3.908324 1 
7993 |3.9027098 | 8028}3.904.6074. | 8063} 3.9064967 , 8098 309083778 
7994 3.9027641 | 8029)3.904661§ | 8064) 3.9065 505 | 8099] 3.90843 14 
7995 (39028185 | 8030) 3.9047155 | 8065) 3.9066044 | 8100 370908485 a}. 
$066] 3.90665 82 
8032}3.9048237 | 8067] 3.9067121 
17998} 79029814 | 803313.9048778 | 8068) 3.9067659 
17999] 3.9030357 | 8034)3.0049318 ; 806913.9068197 
$00} 3.9030900 | 8035|3.9049899 | 8070] 3.9068735 


| 


SE 


ee | re, 


7996] 2,9028728 | 8031] 3.9047696 
7997 | 3.9029271 


z 


SIO 3.9085 386 
S102 709085922 
8103/3,9086458 
‘S104 a 


8105 |3.9087530 


oe eee Mf Md eee 


Cpe eee: ee ae 


ay 


: 8106) 3,9088066} 
9002] 7.923 1985 | 8037/3.9050940 | 8072)3.9069812 | 8107]3.9088602| 
- $3003] 37.9032528 § 8038] 3.9051480 | 8073] 3.90703 50 

60041 37.9033071 | 8039] 3.9052029, 8074) 3.9070883 

18005 3.9043633 8040} 3.9052§.60 | 80751 3.9071425 


§ 
ee Newman eran tenne —s 


$076}3.9071963 


8001 13.9031443 ; 803613.9050399 ee 329069273 


$108 3.90891 37 
8109] 39089673 
SITIO 3.9990209}. 


Yd 
ee 


~~ e 


18005] 3.9034196 | 8041]3.90§3101 
8007! 4.9034698 | 8042/3.9053641 | 8077) 3.9072 501 | 8112}2,9091 270 
18008!3.903 5241 | 8043 39054181 | $078! 2.9073088.! 8113 39091815 
{300013.9035783 | 894413,905.4721 | 807913.9073576 | 81141 3.90923 50 
3010] 3.9036325 | 8045 |3.905§261 | 8080] 3.9074114 | 8115 ]3,9092885 


ee 
a cee a rR Sa 


8IT113.909074.4 


Sort) +.9036867 
301213.9037409 


8046] 3.9055 801 
80471 3.90563 41 
8013 /3.9037951 | 8048]3.905 6880 
3014/3.9038493 | 8049]3.90574.20 
301§12.9029035 | 8050 2,9057960 


ees ian ch 


8081! 3.9074651 | 8116 
8082] 3.9075188 | 8117 a 


8083] 3.90075726 4 8118 2.90944.90] 
8084) 3.9076263 | 8519] 3.9005025 
808513.9076800 


812013,9095560] —- 


am. | Logarithm. 


Num.| Logarithm, 
S191 /3.9133369 
8192/3-9133899 
8193|3-9134430 
8124]3.9097699 819413-9134960 
8125/3.9098234 | 8160/3.9T 16902 | 8195 |3.9135490 


Num | Logaritha. — 
81§6/3.9114.772 
81§7/3.9115305 
815 8/3.91159837 
815913.9116369 


Num.{ Logarithm. oT 
8226/3 .91FS1 587. 
227 |309152415 
8228] 32.915294.3}° 
8229|329153471 
82301309! 53998 
823113091545 26 
8232/1 3.91 55054 
8233/39! 55581 
§23413e91 56109] © 
8130 3,.9100905 8165 3.91195 62 8200 3.9138139 8235 3.91 5663 6} 


eee 
| 


8121 [39096095 
8122|3-9096630 
8123 ]3-9097 165 


8161/3.9117434 | 8196]3.9136089 
§162]3.9117966 | 819713.9136549 

8198|3.9137079 
3.9119030 | 8199/3.9137609 


3126]3.9098768 
3127|3-9099303 
3128/3-9999837 
48129/3-9100371 | 8164 


8163 13.91184.98 


8131|3-9101 440 8166)3.91 20094. 


4. | 8201 13.913 8668 | 8236)3.9157163 
3232/3-9101974. | 816713.9120626 


8202 |3.0139198 | 8237/3.9157691 
3133|3.9102508 ) 8168)3.9121157 | 8203|3.9139727 | 8238/3.9158218 
3134/3.9103042 | $169|3.9121689 | 8204|3.9140257 | 8239|3.9158745 
8135 [3-9103576 $17013.9122220 | 8205 39140786 8240)3.9159272| 


— ag feng fo ote 


ae. 
es 


8171/3.91227§2 | 8206|3.9141315 | 8241|3.9259799] - 
8172/3.9123234 1 8207/3.9141844 | 824213.91603 26 
8173 13-9123815 | 8208)3.9142373 | 8243!3.9160853 
8174|3.9124346 | 8209}3.914.2903 } 8244/3.9161380 
8175 |3.9124878 | 8210)3.9143432 | 8245) 3.9161907 


ee 


8136]3-9104109 
3137] 309104643 
3138]3.9105177 
313.9]3-9105710 
8140|3-9106244 
8141 ante 

314.2/3-9107311 

814313.9107844 | 817813.9126471 


8176}3.9125409 Ssiuinianayeas 8246!3.916243 3 
8177 |3.9125940 | $212/3.9144480 | 8247]3.9162960 

8213/3-914.5018 | 8248}3.9163487 
$21413.9145547 | 824913.916401 3 
8215 |3-9146076 | 825013.9164539 


— 


814413.9108378 | 8179/3.9127002 
3145 13-91 089T1 8189 3.9127533 


od 
et 


ae 


3.914.6604 | 8251]3.9165066 
369147133 | 8252]/3.9165 592 
3.9147661 | 825313.9166118 
3.9148190 | 825413 ,.9166645 
39148718 | 8255}3.9167171 


a 


$14.6]3-910944.4. $18113.9128064. | 8216 
8147/3.9109977 | 8182/3.9128595 | 8217 
8148)3.91 10510 §183!3.9129126 | 8218 
314.9|3.911 1043 818413.9129656 | 8219 
48 15013.9111576 | 8185 ]3.9130187 | 8220 


== 


82§613.9167697 
8257|3.9168223] 
8258}3.9168749] | 
8259/3.9169275] 

8260]3.9169800 


8186!3.9130717 | 8221!3.9149246 
8187 }3.91 31248 | 8222)3.9149775 
8188}3.9131778 | 8223 |3.9150303 
8189]3.9132309 | 822413.915083 1 
819013.9132839 | 822513.915 1359 
Uunuu 2 


SI§1 3.91 12109 
— $8152)3-9112642 
81g 3/3-9113174 
81 §4.13.9113707 
Srys'3.9114240 


Num.| Logarithm. 
8201|3.9170326 
8262] 3.9170852 | 8297|3.9189211 
18263|3.9171378 | 8298]3.9189734 
= 3.9171903 | 8299] }.9190258 


“Num.| Logarithm. 


8295] 3.9188687 


8 265 |3.9172429 8300 3.9190781 


8301/3.9191304 
$267] 3.9173479 | 8302]3.9191827 
8268]3.9174005 1 830313.9192350 
8269 3.91745 30 18304 3.919287 3 
8270] 3.9175055 | 8305] 3.9193 396 


Meee 


-[8266]3.9172054 


8306/3.9193919 
8307|3.91944.4.2 
8308) 3.9194.065 
8309] 3.91954.88 


§271|3.9175 §80 
$272|3.9176108 
8273 13.9176630 
827413.9177155 
8275 (3.9177680 


ee 


ee 


82.76] 39178205 | 8311/37.9196533 
8277] 3.9178730 ) 83 12/3.9197055 
8278) 3.9179254. | 831313.9197578 
8279]3.9179779 | 831413.9198100 
8280] 3.9180303 | 8315] 3.9198623 


a ny 


ee ey 


828143.9180828 
$282/3.91813 52 


es 3.9181877 


9284 7,91 82401 
Pie 1391 2925 


8316)3.9199145 
8317|3.9199667 
8318] 3.92001 89 
$319] 3.9200711 
8320! 3.9201233 


gemern aa 


8286 pee 832113.92017§5 
8287] 3.9183973 | 8322/3.9202277 
3288! 3.9184497 | 8323}7.9202799 
328913.9185021 | 8324.13.9203321 
8290] 3.9185545 | 8325 /3.9203842 


8291! 3.91 86069 


29213.9186593 
8293 |3.9187117 | 8328}3.9205 4.07 
8329] 3.92059 29 


8294) 3.9187640 
3295 12.9188164 | 833013.9206450 


CAD 


8310 HHPTOOOTO | 8345 


832613.9204364 | 8361}3,.9222582 
8327] 3.9204886 | 83621 3.9223 02 


8365! 3.9224659 


(Num, Logarithm, | \Num.7 Logarithm 
8331 9206971 | S06 39225179 
8332) 3.9207493 | 8367] 3.9225608 
8333] 39208014 | $368] 3.9226217 
83 34| 3.92085 35 


8369] 3.92267 36 
8335 | 


8370|3.9227255 
39209577 | 8371] 29227773 
769210098 | 8372] 3.9228292 
?.9210619 | 837313.9228811 
9211140 | 8374] 3.9229330 
3-921 1661 | 8375] 3.9229848 


oe 


8336 
83 37 
8338 
3339 
834.0 
8341 
8342 
8343 
8344 


WS 


8376 209230367 
8377|3.9230885] : 
8378] 3.923 1404 
8379] 3.9231922) 
8380 309232440 


39212181 
3.9212701 
3.9213222 
3-9213743 
3.9214263 


ee 
Se eeeemeneneees 


8 346] 3.9214784. | 8381 
83471 3.921 5304. 
8348) 3.9215 824. 
83 49|3.9216345 
8350} 3.9216865 


ree 


39232958 
8332] 3,923 3477 
838313.923 3905 
8384 |3.02345 13 
8385 3092350311, 


8351 


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$352 


39217905 


8386) 3.923 5549} 
| 838713.92 36066 
8353]3.9218425 | 8388) 3.973 6584 
8354) 3.9218945 8389 9237102 
8355 13.9219465 | 8390) 3.9237620 


ee 
PRS 


269238137 


Ww 


nny 


8356/3.9219984. | 8391 
8357] 3.9220504 | 8392 329238655} 
8358! 2.9221024 | 8393 399239172 
8359)3.9221543 1839413.9230690 
8360] 3.9222063 | 8395 3.9240297 
83961 3.9240724 
839713.9241242 
8398) 3.9241759 
8399] 3.9242276 
8400! 3.9242793 


a 


8363] 3.9223621 
83641 3.9224140 


Num.] Logartibm. 
8496 3-9261366 


Num.| Logarithm, | 
84.37/3-9261880 


84.0 I] 3029243310 
84.02] 3.9243 827 
8403] 309244344 | 84.38] 3.9262395 
84.04] 3.9244.860 | 84.39]/3-9262910 
84.05 [309245377 | 844.0] 39263424 


es | oer 


84.06] 3.9245 894. 
8407|3-92464.10 
84.08 | 3.924.6927 
84.09] 3.924744.4, 
84.10] 3.9247960 
84.11 | 329248476 
8412] 329248993 
8413] 3.9249509 | 8448 
84.14] 3.9250025 | 8449 
841513-9250541 | 8450 


ee 


84.42| 3.926445 3 
8443 | 2.9264968 
84.44) 3.9265482 
8445 | 3-9265997 
8446 
84.47 


3-9266F11 
7.9267025 
3-9267§39 
3.926805 3 
3.9268567 


8451] 39269081 
1841713.9251573 | 8452139209595 
84.181 3.92 52089 ! 8453) 39270109 
84.19 13.9252605 | 8454] 39270022 
8420] 3.925331 | $455 | 39271136 


ee 


84.16] 31925 1057 


8421 | 3.925 3637 | 84.56) 3.9271 650 
| 8457) 3-9272163 

8458) 3.9272677 

84.59) 3.9273190 
8460! 3.927 3704 


el 


» (8422)3.9254152 
84.2.3 |3.92 54605 
84.24 9255184 
8425 13.925 5099 


Semen eT 


842.6]3.925 6215 | 8461) 3.9274217 
842.7 |3.9256730 | 8462) 3.9274730 
8428!3.9257245 | 846313.9275243 
84.29| 39257751 | 8464)3.9275757 
84.30/3.925 8276 | 8465 }3.9276270 


84.66] 3.9276783 
84.67 |3.9277296 
8468 | 3.9277808 
8469}3.92783 21 
84.70| 3.927883 4. 


8431 
84.32 


3-925 8791 
3.9259306 
84.331 3-925 9821 
84.34) 3.92603 36 
8 4.35!3-9260851 


84.41) 3.9263939 | 5476] 3.9281909 


| 8484] 3.9286007 


| 8489} 3.92885 65 


N um., Logarithm, 
8471|3-9279347 | 8506)3.9297254 
8472 3.9279859 | 8507]3.9297764. 
84.73 | 3-9280372 | 8508]3.9298275 


Num.| Logarithm. 


| 8474 3.92380885 | 8509}3.92987 85) 


8475 |3-9281 397 | 8510]3.9299206} 


en | es 


85 11/3.9299806 
847713.9282422 | 85 12|3-93 00316 : 
8478 | 3.9282934 4 8513/3.9300826 
8479 |3.9283446 | 8514/3.0301336| 
8480]3.9283959 | 8515|3.9301 847 

848113.9284471 
8482] 3.9284.983 
8483 |3.9285495 


85 1613.9302397 
8517 |3-9302866 
85 18} 3.93.033.76) 
851913.90303 886; 
8520) 3.9304396 
pps PSHE Be 5 
84.86] 39287030 | 8521|3.0304906]). 
8487] 3.9287542 | 852213.9305415} 
84.58 13.9288054 | 852313.93.05925 
85 24{3.9306434] 
8490] 349259077 | 8525]3.930694.4} 


See Ry eee 


$485] 3.92865 18 


__ 


Seuaietenidaseee 


8526) 3.930745 31 
8527|3.9307963} 
8528] 3.9308472} 
8529!3.9308981 

85 3 013.9309490] 


849113.92895 88 
-$49213.9290100 
84.93 39391135 


84.9413.9291123 
84.95 139291634. 
84.96) 3.9292145 | 853113.9309999 
84.97| 3.9292656 | 85 3213.93 10508}: 


Seeteesieee ae 


8498) 3.9293167 | 853313.931 1017) 
8499] 3.929367 | 8534)3.0311526 
85.00} 3.9294189 | 8535/3.9312035 


ee 


Sn 
a) 


8501! 3.9294700 | 853613.93 1254.4} 
8 502] 3.9295211 | 8537/3.9313053 . 
8 503] 3.92957 22 sss 3.9313561) 


8504] 3.9296233 | 853913.9314070} 
850513.9296743 | 854013.9314579} 


‘Nua "Wagariehm.> 
8646| 39368182 
8647 | 3.936865 5 


j Num. Er oo 
8011] 3.93505 30 | 
8612] 3.935 1040 


8541309315087 | 8576]3.933284% 
85.42] 2.9319596 | 8577] 39333354 
18543 1393101594 1 8578) 3.9333 860 | 8613] 3.9351544 | 864813.9360157 

854.4] 39316612 | 8579} 3.9334367 | 8614|3.9352049 | 8649] 3.0360659 
8545 |3-9317121 eats 349334873 ane 3-93 52553 | 8650 369370161 


~{ Num. { Logarithm. Eg { Logarithm. 


oe ee 


1854.6] 3-93 17629 8581 3.9335 379 $616 3.93 53057 
854.7|3.9318137 | 8582] 3.93 35885 | 8:7 3-93§3561 
854.8] 3.9318645 18583 13.93 36392 | 8618] 3.93 54065 
8549] 3-93 19153 | 8584) 3.9336397 | 8619] 3.0354569. 
85 5013.93 19661 8585 39337403. 8620 39355073 


ee 


| 8651 3.9370663 
8652] 3.9371 165 
865 3 | 3.9371667 
8654) 3.9372169 
8655 |3.9372671. 


—— 


so entitasimtideak once Vicente 


8551139320169 8586 3.9337909 
18552! 3-9320677 | 8587|3.9338415 
8 553|3-9321185 | 8588] 3.93 38020 
85 54/3-9321692 | 8589) 3.9339425 
8555 13-9322200 | 8590) 3.93 39932 


8621 3.9355576 8656) 3.8373172 
8622 935658 8657 Mp 


2623) 3.935 6584 | 8658] 3.937417¢] 
8624/3935 7087 | 8659|3.9374677 
8625 13.935 7591 | 8660)3.9375179 


eS Pte 
es 


ee 


eS eg 


185 $6] 3.9322708 | 8591 19340944 | 8637/3 3.935 8095 | 8661|3.9375680 


8557|3-9323215 | 859213.9340943 | 8627/3.9358598 | 8662|3.93761824 | 

8558 859313-9341448 | 8628)3.9359101 | 8663) 3.9376683 

_ {8559 8594139341953 8629] 3.0359605 8664] 3.937 7184 
8560 8595 3-9342459 8630 aici 86654 3.9377686 


ey 


3.93.23723 
3.9324230 
3-9324738 


| 8561)3.9325245 | 
8562] 39325752 
8563 |3.9326259 
8564] 3.93 26767 
8565 }3-9327274 


ot 


8597|3-9343469 | 8632) 3.9361114 | 8667/3.9378688 


8506 39342964 8597 2, Way ee | 8666} 3 9378184)" 


8598]3-9343974 | 8633] 3.9361617 | 866813,9370186 
8599] 3.9344479 | 8634] 3.9362120 | 8669! 3,9376690 


8600! 2,9344984. js 8635 seciak ee 8670) 3.93 80191 


8672) 3.9381193 


ie 3.9328288 4 8602] 3.93.45994 | 8637] 2.9363629 
8638 Loaniiee 8673!3.9381693 


8568! 369328795 | 8603! 3.934.6499 
8569] 3.9329301 | 8604)/3,.9347004 | 8639] 3.9364635 | 8674 3.9382194 
8570] 3.9329808 | 8605 ee 8640] 3.9365137 | 8675 |3.9332605 
8606! 3.9348013 | 86411 3.936640 | 8676] 3.9383195| 
8607] 3.9348518 | 864213 .9366143 | 8677] 3.9383696 
8608} 3.934.9022 | 8643 |3.9366645 79 3.9384196 


18566 3.932781 | 8601|3.5345485 369345489 | 8636 2.9363 126 8671 aa 


oer ee 


85711 3,0330315 
8572] 3.9330822 
857313.9331328. 
857-4] 3.933 1835° 
85751 3.03 32341 


8609) 3.934.9527 | 864.413.9367148 | 8679|3.9384697| 
86101 3.93 50032 | 8645!7.9367650 | 8680] 2,9385107]  » 


RS ace a ATS 


Num. Logarithm. [ 
878613.9437912 
8787 | 3.943 8.406 
8788)3.943 8900 
8789] 309439395 
8790|3.9439%80 


———— | Sena 


Num. | reve ih . Num.j Logarithe, | Num.y Lesarhimn. 
$681 | 3.9385 698 | 87 16|3.9403172 | 8751/3.9420577 
8682] 3.9386198 | 8717|3.9403670 | 8752] 3.9421073 
8683 | 369386608 | 87181 3.9404169 | 8753|3-9421569 


8684] 3.9387198 87 54.1 3-94.22065 
8685 | 369387698 875513.9422561 


ee 


8719|3-9404667 
87203-9405 16 


8721|3.9405663 | 8756] 3.9423058 | 8791)262440383) 
8687/3.9388608 | 8722 |3.9406161 | 875713.9423553 | 9792|222440877 
8688]3.9389198 } 8723 13.9406659 | 8758) 3.942404.9 | 879313-9441371 
8689|3.9389698 | 8724|3.9407157 | 8759|3.9424545 4 8794139441865] 
8690] 3.9390198 | 8725|3.940765 4 | 8760]3.9425041 | 8795 /3.9442358) 
8691 (39390697 | 8726]3.9408152 | 8761]3.9425537 | 8796)3.94.42852 
8692|3.9391197 | 8727|3-9408650 | 8762]3.9426032 | 8797|3.94.43 346 


8686} 3.9388 198 


———— 


(ie 5 eee eos 


8693] 3.9391697 | 8728] 3.9409147 | 8763] 3.9426528 | 8798|3.9443840 
8694] 3.9392196 | 8729]3.94.09645 | 8764]|3.9427024 
8695 |3.9392696 | 8¥30/3.9410142 8765 | 39427519 


87993-94443 33 
8800) 3.944.4827 


eee cy 


Cer ee eee RS 


—Seee ee 


8802 394498 14. 
880313.9446307 
8804] 3.9446800 


87671 3.9428510 
8768 | 3-94.29005 
8769} 3.9429501 


8696] 329393195 | 8731] 3-9410640 
8597] 3.9393 695 | 8732 309411137 


Ee 3.9394.194 187331 3-94.11635 
fe 3.9394693 | 8734/3.0412132 


8700] 39395193 | 8735] 39412629 


(em ee es 
ee 


—— 


8736) 329413126 | 877113.9430401 
87 37|3-94.13623 | 8772/3.94.30986 
8738|3-9414120 8773|3-9431481 
S730) FAA Tg 8774 0431976 
8740) 3.94.15 114 | 8775)3.9432471 


ae 


8806349447787 
8807} 3.9448280 

808] 3.94.48773 
8809) 3.9449266! 
881013.9449759| 


8701; 3-939§692 
8702/3-9396191 
8703 |3-9396690 
8704] 3.9397189 
870} ,3-9397085 


ee 


FET 2 ree 


iio 


es 


3.9398187 | 8741] 3.9415 611 | 8776] 3.9432966 | 8811)3.9450252 
870713.9 398685 | 8742] 3.9416108 | 8777) 3.043 34.61 812}3,9450745 
8708 930918 | 8743 3.94.16605 | 8778! 3.943 3956 

8709] 3.9399683 | 8744|3.9417101 | 8779)3.9434450 | 0914 zi 


8710/3.9400182 | 874.513.9417 598 | 8780]3.9434045 | 8815 13.045 2223 
878113.94.3544.0 
8782) 3.943593 4. 
8783} 3.043 6429 
87841) 3.043 6923 
8785 | 3.9437418 


a 


Commenting | a ere 


871113,9400680 
}8712]3.9401179 | 8747 3.94185 91 
8713|3.9401677 | 8748] 3.94.19088 
errpsotezsz6| 874.9]3.9419 534. 


S816 3.94.52716 
881713.9453208 
818)3 9453701 
819]3 9454192 


8746139418095 


ee 


87 15]3.9402674 | 8750]3.9420081 


881313,9451238h 


52013 9454686], 


8766] 39428015 | 8801]3.9445320) , 


ee 


8770} 3.9429996 | 8805}3.9447294) 


oe, 0 EL) Fh “oO ee ee 
1 ce ona poe males : \o a 
haa 
¥ 


TNam.| Logarithm. | Num.[ Logarithm, — Numi. |Logaritha, |. 
8821[3.94.55178 | 885 6] 3.9472376 | 8391| 394089500 | 8926]3.0500560] 
8822] 39455671 | 8857|3.9472866 | 889213.9489994 18927)3.9507055| 
8823] 3.9456163 | 8858 39473357 | 880% 3.94.90483 | 892813.9507542 
882.4] 3.945 6655 | $859] 3.9473847 | 8894] 39490971 | $929] 3.9508028 
8825 |3.9457147 | 8860] 3.94743 37 | 8895|3-9491460 | 8930] 3.95085 15 


—— 


Num. | Logarithm. 


See eee 
= 


ene 


18826) 3.9457639 | 8861] 3.0474827 
8827|3.90458131 | 8862) 3.9475317 
8828} 3.945 8623 | 8863 13.9475807 
8829] 3.0459115 | 8864] 3.9476297 
8830] 3.945.9607 | 8865] 3.9476787 


8931] 3.9509001 
863 2}3.9509487 
893 313-9 509973 
8934 3.9§10459 
8935 |3.95§ 10946 


8896|3.9491948 
8897 | 3.949243 6 
8898 | 39492924 
8899] 3.9493412 
8900} 3-9493900 


Leen ee ee 
—_—_ 


39494388 | 893613.0511432 
3-9494876 | 893713.9511918 
8903 -2495364 | 8938} 3.95 12404 
8904! 3.949585 1 | 8939)3.9512889 
8905 | 3-94.96339 | 8940:3.95 13375 
8941]3.9513861 
8942) 3.95 14.347 
894.3 13-9§14.832 
894413.95 15318 
8945 |3.9515803 


S9QOI 
8902 


883 1[ 3.9460099 | 8866) 3.9477277 
{833 2] 3.9460591 | 8867]|3.9477767 
8833] 3.9461082 | 8868] 3.9478257 
883 4) 3.9461574 | 8869] 3.94789747 
1883 513.9462066 } 8870)3.947923 6 


eee os 


8837| 3.9463048 | 8872) 3.9480215 | 8907|3.94973 14. 
8838] 2.9463540 | 8873) 3.9480705 | 8908)3.9497802 
8839] 3.946403 1 | 8874] 3.9481194 | 8909] 3.9498290 
18840) 3.9464523 | 8875|3.948 1684 | 8910/3.9498777 


Sede enins ——— eee 
2 9° ARETE 


8836] 3.94625 57 | 8871] 3.0479726 | Boer 3.90496827 


8946) 2,95 162 gol | 
8947139516774) 


8876!3.94.82173 So14 | }.9499264 
88421 3.9465 50§5 | 6877] 3.9482662 | 891213.0499752 
8843 | 3.9465 996 | 8878) 3.9483 151 | 8913139500239 | 8948)3,9517260] 
3844) 3.9466487 | 8879/3.9483641 | 8914) 3.9500726 | 894913.9517745| 
884513 9466978 | 88801 2,94841 30 | 891513.9501213 | 8950!3.9518230]. 


ee ees 


8841)3.0465074 


eee 


888113,9484619 | 8916|2.9501701 | 8951/3.9518716] 
8882) 3.9485 108 | 8917] 3.9502188 | 8952] 3.9519201 

88831 3.9485597 | 8918) 3.9502675 | 8953!3.95 19686) 
8384. 3.948608 5 | Sor9 269503162 | 8954/3.9520171] | 
8885 | 3.94865 74 | 8920] 3,9503649 | 8955, 3.9 520656 | 


8846] 3.9467469 
8847 |3.9467960 
[8848 2.946845 
8849] 3.9468942 
885 0} 3.946943 3 
8851) 329469923 
88 5213.9470414. | 5887] 3.9487552 | 8922]3.9504622 | 8957|3.9521626 
885 313.0470905 | $888) 3.9488040 | 8923 |3,.0505109.1 8958) 3.9322111] 
188541 3.947139§5 | 8889] 349488529 | 892413.9505 596 | 8959) 3.9522595 
#8855! 3.0471 886 | 8890] 3.9489018 


-__ 


8886] 2.9487063 | 892113.9504135 | 8956] 3.9521147 


SS ee 


8925 12.9506082 | 8960) 3.9523080 


~ 


<i 


‘ 


8095 '?.95400 12, 


‘(Num Logarithm. | 8595|3.954039 ieee Lee abs: 


Num | Logarithm 
9200] 3.9574157 
9067 | 3.9574636} 
9068) 309575115 
9069| 3.9575 594 
9070] 3.957 6073 


8961| 3-9523 505 | 8996139540494 | 993113-9557358 
8962| 3-9524049 903213.9557839 
8963| 339524534 9033] 309558320 
89641 3.95 25018 903 413.95 58800 
8965 |3-9525 503 9035 |3.9559252 


8997 13-9540977 
8998} 3.95 4.14.60 
8999} 3-9541943 
9900/3-95424.25 


cess ——_— 


QOO!I 3.9542508 | 903 6! 3.95 $9762 
8967] 39526472 | 9002 3.99 43390 * 9037] 3.95 00243 
8568] 3-95206956 | 900343.9543872 | 9038/3.9560723 
8969] 3-9527440 | 9004]3.9544355 | 9039) 3.9561 204 
8970] 39527924 | 9005 3.954.4837 | 904.0] 3.905 61684. 
8971|3.95 28409 | 900613.9545319 
8972|3.9528853 | 9007)3-9545802 
8973 |3.9529377 | 9003] 3-95 46284 
8974)3.9529861 | 9009) 3.95 460706 
8975] 3-95 30345 QOTO] 3.9547248 


18¢66|3.9525987 


9071} 3-9§765 52} 
9072| 39577030]. . 
9073|3-9577509)| — 
90741 3.9577988 
9075 |3-9578466 
90761 309578945 
9077 | 3.9579423} 
9075}3-9579902 
9079}3-95803 80] | 
90801 3.958085 8 


904.113.9562 165§ 
9042 | 3.95 62645 
9043 | 3.95 63125 
9044 3.9563 605 
9045 |3.9564656 


Were aor Sas 


90T1| 3.95477 30 | 9046] 3.95645 66 | 9031| 3.95813 37 
9012! 3.9548212 ! 9047] 3.95 65046 | 9082. oe 


8976|3.9530828 
8977) 3-95 31312 
8978) 3.9531796 9013|3.9548694 9048 /3.9565 526 | 9083 13.95 82204 
897913.95 32280 | 9014!3.9549176 | 9049 /3.9566006 ; 9084 /3.9582771 
8980] 3.9532763 | 9015139549657 | 90509]3.95 064.86 9085 13.9583240 


eee yp fo eee 


ae 


loos: 3.99 33247 | 901613.9550139 | 90ST) 3.95 66956 9086 3-9583727 
8982) 3.95 33730 | 9017 39550621 | 90$2]3.9567445 | 9087}3.9584205 
8583|3.95 34214 | 9018] 3.95 51102 | 90531 3.9567925 | 9088) 3.9584083 
Bo84l 3.05 34697 | 9019] 3.95575 84 | 9054) 3.958405 | 9089)3.9595 1061 
18985 13.9535 181 | 9020}3.9552065 | 9055)3.95 68885 | 9090) 3.9585639 


——— 


ee | eG fe 


ee ee 


8986] 3.95 3 5664 | 9021 )3.955 2547 90561 3.9569364.] 90911 3.9586117 
8987] 3.05 36147 | 902213-955 3028 | 90571 3.95 69844 | 9092) 3.95 90594 
898813.95 35631 | 902313-93535T0 | 9058) 3.9570323 | 9093 | 749597072 
89801 3.0537 114 | 992413.95 $399T | 90F9]3.9570803 | 9094] 3.9597 549 
8990] 3.95 37597 | 9925 |3-955 4474 | 9060} ?.9571282 | 909$|3.9588027 


—— nee 


es 


en 
TET 


89911 2.95 38080 
8992.13.95 38563 
899313-9539049 
89943-95395 29 


9096! 3.95 88505 


9026! 3:95 54.953.) 9061) 3.9571761 
90971 3.9588982 


902713.955 5434 | 9002) 3.95 72241 
902813.0555915 ; 9063] 3.9572720 » 9098 | 3.958945 9 
9029] 3.95 56397 | 9064] 3.05 73199 | 9099) 3.9589937 
9030! 3.95 56877 | 9065'3.9573678 | 910013-95 90414 
BS enna ac KKK E | 


Num 4 Logarithm, 
9136 3.9607561 
9137 |3-9608036 
913813.9608512 
9139|3.9608987 
9140}3.9609462 
9106|3.9593276 1; 914113.9609037 
9107|3-9593753 | 9142|3.96104.12 
9108 3.9594230 | 9143 (3.9610887 
9109 /3.9§94707 \ 9144)3.9611362 
9TIO}3.9595 184 |9:45 3.9611837 
ie 39595660. 

9112/3.-9596137 
9113/3-9596614 
9114)3.9397090 
9115 13-9597567 


YNum.; Logarithm. 
9101 /3.9599801 
9102|3.9591368 
910313.9591845 
9104 13.95923 22, 
91045 /3.9592799 


9146|3.90612312 
9147 |3.9612787 
9148 3.9613 262 
9149|3.9613736 
9159}3.9614211 


9116]3.9598043 oe 3.9614686 | 90186 3.063 1264] 
9152|3.96I15160 


9117139598520 
9118}3.9598996 
9115|3.9599472 
9120]3.9599948 


ee 


915$3 13.9601 5635 
OI $4. 3.9616109 
9155 |3.9616583 


—— 


912113.9600425 
 1912213.9600901 
9123|3.9601377 
9124|/3.960185 3 
19125 13.9602329 
9126|3.9602805 
9127/3.9603280 


9156)3.9617058 
9157|3.9617532 
915 8}3.961 8006 
9159/3.9618481 
9169)3.961895 5 


ne, | ee, 


9161/3.9619429 
9162/3.9619903 
9128)3.9603756 | 9163 .3.9620377 
{9129|3.9604232 | 916413.9620851 
9130 /3.9604708 | 9165 |3.9521325 


en ey ——— we 


9156 
9197 


3.9621799 
3.9622272 
3.9622746 
3.9623220 
3.9623693 


9131 )3.9605 183 
19132,3.9605659 
913313.9606135 ! 9268 
19134. 3.9506610 | 9:69 


'9135'3.9607086 | 9170 


| Num. Logavit 


9171|3.9024167 
9172]}3.9624640 
917339025114. 
9174)3.9625587 
9175 |(3.9626061 
9176/3.9626534 
9177|3-0627007 
9178}3.96274818 
9179/3.9627954. 
9180}3.9628427 


a 


| 9181|3.9628900 


9182|3.9629373 

918313.9629846 
| 918413.96303T9 

9185 13.9630792 


=e 


/9189/3.9532683 
9190)3.9633155 


ee 


9192/3.963 4100 
9193 |3.96 34.573 
919413.963 5045 
9195 13.0635517 
9196}3.9635990 
9197}3.963 6462 
9198)3.9636034 
919913.96374.06 
9200}|3.963 7878 


eieeeeie eee 


9201 
9202 


329638350 
3.96 3 88 22 
9203|3.9639294. 
9204. 3.96 39766 
920513.9640238 


9187}3.9631737 | 92 
918813.9632210 ! 


919113.963 3628 


Ue hes Sas Wig etd, MRI 
cave 


: : i. ‘ ae . he 
hm. | Nom.q Logarithm, 


I 


9206 (3.9640710 | 
9:07 (3.964118 1 
9208|3.9641653 


9209] 329642125 
9210) 3.964.2596 
amNY 

9211/3.964.3068 
92.12/3.9643539 
9213)3.0644011 
9214.1329644.4.8 2 
9215 13.9044.95 3 
9216. 3.96454.25 
9217/3.964.5806 
9218]3.964.6367 


92191 3.964.683 8. 


9220) 3.9647 309 


9221}3.0647780 


9223'3.9648722 


 922413.9649793] 
9°2513.9649664] 


oe oe 


922613.9650134 
922713.9650605 
9228/3.9651076 
9220/3.0651546 
923013.9652017 


ee 


9232/3.0652958 


.923313.965 3428 


22 Boo 


a = , 


9231 a | 


9234|3,0653899)- 


9235 3-9654.369 ; 


—_—_—— sin 


92.36/3.9654839 
923713.065 53094 


9238]3.9655780 


9240]3.9656720 
‘ ett) 


9239 | 4 


as Yas 
\, atl} 3 


~ 


J * 


—S Sas 


Num.| Logarithm. 
924.1|3-90§7190 
9242] 3-96057660 
924.3| 39658130 
924.4] 3.9658 599 
9245 329659069 


git 3.9 959539 
9247 30 et 


925 1|3.9661887 


9252) 3.96623 56 


9253 a 662826 
9254.) 3.9663 265 
Bon 39003704 


eee 
ee 


9256] 3.96642 33 
9257] 39064703 
92§813.9665172 
9259|3.9665641 
; Sean 39066110 


, dierla 3.9666579 
9262 ;. 9667048 
9263| 3.96675 17 

2.641 39667985 


—. 


9276] 3.967 3607 
9277|3.9074076 
| 9278]3.9674.544. 


9279|3.9675 012 


—— 


| 9281] 3.967594 
3 | ss 3.9676416 


9283] 3.967688 3 
9254] 3.9677351 
Sai 3.96778 19 


te a 9678287 

9287 3.967875 4 
9283] 3.96792 22 
9289] 3.9679690 
9290] 3.9680157 


up 


| Num. I Logarithm: 


9280] 3.9675480 


Nun Eee T NER ieee | Tega ahis 
9311|3.9689963 
9312]3.9690430 
9313} 39690896 
9314] 3.9691 362 
9315 (3.9691829 


| a cds 
| 9326 3.9692205 
9317/3.9692761 
9318]3.9693227 
9319) 3.9693 693 
93 20) 3.9604159 
9321|3.9604625 | 
9322/3.9695091 
9 323] 3.9695557 
9 324] 3.9696023 
9325 13.9696488 ! 


ee 


@sc=west Se ee 


934.013.9706258 
934-7|3-9706722. 
9343) 309707187 
9349) 3.97076 52 
9350/3.9708116 


Num | Logarith | 


9351 ue 
93 52/3.0709045 
93§3 oe 
9354) 3.9709974 
9355 3-97104.38 


935713.9711366 
93598] 3.9711830 
9359) 3.9712294 
9360 3+9712758) 


9291|3.9680625 | 9326) 3.9696954. | 9361) 3.9713222 
92.92)3.9681092 | 9327) 3.9697420 | 9362) 3.9713 6864 


9356 ae 


929313.9681559 | 932813.9697885 | 936313.9714150 


9294] 3.9682027 | 9329]3.9698351 | 936413,9714614 
933013.9698816 | 9365] 3.9715078 


9295 3.9082494 


ES: 


9296 : 9682961 
9297) 3.9683428. 
92.98} 3.9683 895 
9299] 3.96843 62 


Steet Ee, 


9331) 3.9699282 
93 32)3.9690747 
9333|3.9700213 
9334) 3.9700678 


9265 | 3.9660 444 9300) 3.9684829 | 933513.9701143 


Bais 9668923 
raped es 9669392 
6268! 3.9669860 
46269] 3.90703 29 
6270 


9271} 39671266 
9272] 3.96717 34. 
9273 | 3.907220 3 
9274) 3.967267! 
9275 13.907 3139 


9301} 3.9685296 
9302) 3.9685763 
9303, 2.9686230 
9304! 3.9686697 


9306, 3.9687630 
9307 | 3.9688097 
9308] 3.96885 64. 
9309] 3.9689030 
931013.9689407 


EC OEE, EEL EEL ILE A LOL ALI 


933613.9701608 
9337) 3.9702074 
9338) 3.97025 39 
9339) 3.9703004. 


3.9070707 | abe 3.9687164 | 9340] 3.9703460 


PEST Toe 
934113.9703934 
9342) 3.9704399 
934.31 3.9704863 
934.413.9703 328 
9345!'3.0705793 

Mxxxx 2 


930613.90715542 
936713, 9716005] 
9368] 3.9716469. 
9309) 3.9716932 


' Gor 39717396 


—— ee 


9371|3.9717859 
9372] 3.97183 23 
93731 3.9718786 
9 3741 39719249 
9375 3.97197 13 


9376 3:97201760) os 


9377| 3.97 20639 
937813.9721 102 
9379)\ 3.97215 65 
938ol2, 9722028 


\Num., Logarithm. 


9381)/3.9722491 
938213.9722954. 
938313.9723417 
938413.9723880 
9385 |3.9724343 


9356)3.9724805 
93 87|3.9725268 | 9 
93 8813.9725731 
9380) 3.9726193 
93901 3.9726656 
9391)3.9727118 
9 392}3.0727581. 
939313.9728043 
[9 394|3.97285 06 
9395 13-9728968 


939713.9729892 
939813.9730354. 
939.913.9730816 
9400]3.9731278 
9401 3.9731741 
9402.13.9732202 
9403 |3.97 32664. 
he 3.97 33126 
ctiadaat 9733588 


940613 
940713.9734511 
9408 3.0734973 

949913.0735435 
9410 3.9735 896 


3.9736358 | 
3.9736819 
9413)3.9737281 


9414!3.9737742 
941517,9738203 


9411 
9412 


4 


Num | Logarithm. | N 

9416|3.9738665 
9417}3.97 39126 
941813.9739587 
94.19) 3.9740048 


9420]3.9740509 94355 [3.975615 


9421|3.974.0970 

942213.9741431 
9423/3.974.1892 
9424) 3.074.235 3 
9425)3.9742814 
9426] 3.9743 274 
942713.9743735 
942813.9744196 
94.29) 3.9744.656 
9430)3.9745 117 


OT TEETER 


943213.9746038 
9433 
9434 
9435 


3.974.095 9 


943643 -974.7870 
9437|3.9748340 
9438}3.97488c0 | 
943 913.974.9260 
944213.974.9720 


 eememnadl 


9 442/3.9750640 
9443 13.97 F5I100 
9444]3.97 51560 
9445 


944615, 9752479 
9447 13.9752939 
9448] 3.9753390 
9449|3.0753858 
945013.9754318 


9390/3.97294.39 9431 3-9745577 | 9466 


3-9747419 | 9470] 3.9763 500 


3-9734050 | 9441)/3.9750180 | 9476) 319766251 


39752020 | 9480 


| 


| 
he 


um, a Logarithm. 
BD ri cSt Sh bit al 


9486 309770831 
| 9487 |3»9771 280 


{ Num.7 Taeare IM, 


945 113.0754778 
945 213.975 5237 
945 313-975 56097 
94541397561 56 


94.88]3.0771747 
94.99]3.9772204 

9490 3299772662 
a 
9491 309773120 
9492 3-9773578] 
9493/3.9774035 

949 4. 3.9774492 
949 5|3.9774.950 


ene 


Seettntemenenteeed Se ae 


945 6]3.9797075 
945713-9757 534. 
945813.97 57993 
9459) 3.9758452 
946013.975 8911 


ee, 


94.6113.9759370 
94.6213.9759829 
9463 |3.9760288 
946413.9760747 
9465 13.9761 206 


9495)3.9775 4.07 
9497|3.977 5864 
94.98] 3.97763 22 
9499) 3. ‘9770779 
950013.9777236 


SH 


3-9701665 | 9501|3.9777603 
3-9702124.| 950213, 9778150 


9467, 


3.974.04.98 946813.9762582 9503 )3.9778607 


9409} 3.9753041 | 9504]3.9779064 


iy O5 2 O17 206 J 


SS 


en 


947113 9763958 9506!3.0770078), 
947213.9704417 | 9507}3.9780435] © 
9473|3-9764875 | 9508)3.9780802 
9474)3-9765 334 | 9509)3.978134§ 
9475.13-9795792 | 951013.9781805 


~—mme | » 


eeepeeeeed 


95:11/3.0752262 
947713-9766709 | 9512/3.9782718 
9478 | 3.9767167 9513)3. 9783175 
9479 3.9707625 1 9514.3,9783631 
39798083 | 9515]; .9784.088 


ey 


ee 


9481) 3.976854. 
9482] 3.9768909 
9483] 3.0769457 | 


9516!3.978454.4 
‘9517 /3.97:8 5001 
951813.978 5457 
948413.07699015 | 9519]3 9785 913 


9485! 309770373 


' 
[ 


anne ERaaOEREmeeeeon amen 


95 2013.9786360 
ddd § 


- va o 


Num.| Logarithm, | Num Logarithm, | Numi. Logarithm, um.[ Logarithm. |. 
19521 729786826 | 9556 3.980276! | 9591 39518659 | 9626) 9834459 
19522] 3-9787282 | 9557|3-9803216 | 959213.9819092 | 9627/3.9534910) 
9523139787738 | 9558] 39803670 | 9593|3.981 9544 | 9628} 3.953 5361 
9524] 397881094. | 95 ¥9|3-9804125 | 9594|3-9819997 | 9629]3-98 3 5812 
9525 abc i 39804579 | 95.95 |3:9820450 | 9630/3.9836263]. — 


—-— 


——een | 


9631|3.9836714 

9532/3983 7165] 
9633)3.9837616} 
96 3413.9838066} 
9635)3.9838517]/ 


9561} 329805033 | 9596]3.98 20902 
9562|3-9805487 | 9597|3.982135 5 
9563 | 3-9805942 | 95.938) 3.9821807 
95 6413-98063 96 | 9599/3.9822260 
9565] 3.9806850 | 9600] 3.9822712 


See eee 


9526|3-9789106 
95 2713-97895 62 
9-528] 39799017 
9529) 3-97 9047 3 
9S 30139790929 


963061 3.98 38968 
96 37|3-9839419 
9638! 3298398691. 
969391 3.98403201 , 
pts 3.9840770 


9601} 3.9823165 
9602| 3.9823617 
9603] 39824069 
9604|3.9824522 
9605 |3.9824.974 


95 66| 3.9807 304 
9567|3.9807758 
9568] 3.9808 212 
9569] 3.9808666 


95311 329791385 
9532 739791840 
9533 3-97 92296 
95 34| 397927 51 
95 3913-9793 2097 


9570] 3.9809119 


eed 
——, 


we eee 


3.9841 221 


9571| 39800573 | 9606]30825426 | 9641 
Wy 


9572| 39810027 | 9607 |3.9825878 | 9042 
95.3813-9794573 | 9573|3-9910481 | 9608} 3.9826 330 964313,9842122) 
9539] 3-9795028 1.9574)3.9810934 | 9609/3.9826752 | 964413.9842572 

19540 39795484 1 9575] 39811388 | 9610) 3.9827234 9645| 3.9843 022) 


95 361309793662 
95 3713.9794118 


wr 


- ees 


96115 3.9827686 | 96461 3.9843.473 2 


ene ——— 


79811841 


9612/13.98281 38 | 9647|3.9843923 
9613 |3.98285 89 | 9648 39544373} | 
9614]3.9829041 | 9649]3.9844823 
9615! 3.98294.93 | 9650!3.9845 273 
95461 3-9798214 | 9581|3-9814108 ] 951613.9829945 | 9651}3.9845723 
95471 3-9798669 | 9582|3.9814562 | 9617) 3.98303 96 | 965 2)3 9846173) 


193.411 3-9795939 9576 
95.421 3-9796394 | 9577|3-9812295 
954.3 | 39796849 | 9578}3.9512748 


95.4.4] 3-9797304 | 9979 3.9813 202. 
19545 13-9797759 | 95803.9813655 


ee ee 


9548! 2.9799124 | 9583)3-981 5015 | 9618 3.983 0848 | 965313.084.6623] 
19549] 39799579 | 9584|3.9815468 | 9619)3.983 1299 | 9654/3.9847073 
95 §0|3-9800034 9585]3-9815921 | 9620] 3.9831751 | 965513 9847523] | 


9551 s3Boo4s | 9586 7816829 | goss 3.9832202 


— 


— 


965613.9847973] 
9657|3.9848422]>  - 
9658}3.9848872| | 
965913,9849322] 
966013 9849771 


or 


955213.9800943 | 9587|3.9816827 | 9622 3.983 2654. 
9553 13-9801 398 | 9588/3.0817280 7 9623] 3.953 3105 
955 4|3.9801852 | 9589]3.9817733 | 9624) 3.983 3556 
9355 13.9862307 | 9590'3:9878189 | 962529834007 


Senaea ator ee rh 


Pa 


: 


9661|3.9850221 
G6$2|3.9850670 
1966313-985 1120 
9664) 3.985 1569 
9665 |3.985 2019 
9666] 3.985 2468 
9667 |3.985 2917 
+9668] 3.985 3 366 
9669] 3.985 3816 
49070]3.9854265 


ae 


Nem.7 Lo arith. 


, Num. Logarithm, 
9696] 3.9865 926 
9997 | 39866374 


9699} 3.9867270. 


9701] 3.9868 165 
9.702] 3.98 68613 
970313.9869060 
9704] 3.98695 08 
97051 3.986995 5 


A rr 


9698] 3.9866822: 


i Num, | Logarithm. 
9731139881575 


97 32) 3.9882021: 


97 33| 369882467 
9734] %.9882913 


97 3613.9883806 
97 37|3-9884252 
97 3813.9884698 
9739}3.9885 144 
974.0] 3.988 55.90 


eae ae 


Coen 


at 


| 


9790] 3.9867717.| 9735|3.9883360-| 9770 


“> ~, } 
= r ee 


Numa. (Logarithm, 
9766| 3.98971 67 
9797|3.9897612 
9768)3.989 8056 
9769] 3.9898501 
= 


oat 


ee ee 


+ 97711 3.9899390 


G7 72) 3.989983 5 
977 3|3-9900279 
97743-99907 23 
9775|3-9901168 


Sees 


9671 | 39854714 | 9706]3.9870403 | 974.113.9886035 | 9776) 3.0901612 


9672] 3.98 55 163 
967 313.985 5612 
9674]3.98 56061 
9675 (3.98 56510 
9676}3.985 6959 
9677 | 3.98 §7407 
9678) 3.9857 856 
9679|3.98 58305 
9480) 3.985 8754 


een ee 


| S68; 3.9859202 
| 6682] 3.985 0651 
968313.9860009 
9684) 3.9860548 
968513 9860996 


rE 


9686] 3.9861455 
96 371 3.986 1893 
9688 369862341 
9689] 3.9862790 
9690] 3.9863 138 


9591'3,9863 686 


 {909213.9864134 


9693 | 309864582 
9694! 3.9865030 
| 99935! 3.98654.78 


97°7|3.9870850 
9708] 3.9871298 
9709! 3.9871745 


9711|3.9872640 
9712] 3.987 3087 
971313.9873534 
9714} 3.9873 981 
9715} 3.9874428 


) 9716 3.9874875 
9717} 3.9875 322 
97.18] 3.9875769 
9719} 3.9876216 
97201 3,987 6663 


See te eee 


9721}|3.9877109 
97 2213.0877§56 
9723; 3.9878003 
972413.0878449 


Sccoeetesenemenentieneeneeeneniill tiller tine dl 


| 7|3.9879789 
3! 3.98 80236 

| 2913.9880682 
73013.9881128 


5 
> 
nd 
> 
—_ 


97 
97 
97 
97 
9 


9725 | 2.9878895. 


9742] 3.9886481 
9743 |3.9886927 
97441 3.988737 3 


9746} 3.98882 64. 
9747|3.9888710 
9748/3.9889155 


| 


9777| 3-9902056 
9778] 3.9902500 
9779} 3-9902944. 


9710]3.9872192 | 9745 3-9887818 | 978013.9903380 


eee 


9781] 3.990383 3 
9782} 39904277 
9783 13.9904721 


9749] 3.9889601 | 978413.9905 164. 
975 213.9890046 | 9785|3.9905608 


ome 


975113.98 
9752] 3.9390937 
975 313.9891 382 
9754) 3.9891828 


904.92 | 9786 


ee, 


| 


3-990605 2 
9787 |3.9906496 
9788] 3,9906940 
9739) 3.99073 83 


9755 139892273 | 9790!3.¢907827 


cet 


9756|3.9892718 | 9791 39908270 


9797 | 3.9893 163 
9758; 3.9893608 
9759] 3.989405 3 


eee 


976213,9895388 
97 63) 3.9895 83 3 
9764} 3.90896278 
9765 2.9896722 


980013,9912261 
Ai iE ahh Ae Mia ee 


| 


97 60} 3.9804498 | 9795] 3.9910044 


6,2.9879343 | 976113.9894.043. 


9792| 3.990871 41’ 
979313-99091 58 
9794/3.9909601 


See 


97961 3.9910488 
9797 139910931 
97 98 |3.991 1374. 
9799]3.9911818 


N um.| Logarithm, 

9906]3.9958983 
9907 |3.99594.22 
9873)3.9944491 | 9908/3.9959860 
9874] 3.9944931 | 9909/3.9960298 
9875 |3.9945371 | 9910|3.9960737 


Nuni.y Logarithm, 
9871] 3.9943612 
9872] 3.9944051 


| Num.y Logarithm, 
9836] 3.9928185 
98 37|3.9928627 
9838] 3.9929068 
9330/3.9929510 
9840}3.9929951 


Num. | Logarithm, 
9S0 1309912704. 
9802]3.9913147 
9803 399913590 
9804 F3-9914.03 3 
9805 |3:9914476 


Semeemeeegnneel 


9911/3-9961175) - 
9912 13.9961 613 
9913 13.9962051 


9576] 39945811 
9877 /3.994.6251 
9875) 3.9946690 
9844|3.9931716 |"9879 3-9947130 1 9914/3.9962489 
9845 |3:99321§7 | 9880 fe hat 9915 13-9962927] 

i cca — Re REY x rp ) 
9846} 3.99 32598 | 988113.9948009 991613.9963365 
9847 3.993 3039 | 988213.9948448 | 991713.9963803| 
| 9848! 3.0933480 | 988313.90948888 | 9918 39964241} 
9814|3.991 8461 | 9849 3-993 3921 | 9884) 3.094.9325 | goro 3-99 64679! 
9815 13.9918903 | 9850 3.944362 | 9885 3-9949767 | 9920/3.99651 | 

| 


pests ——— ebeabal | parimekineiy 13? ca SS 


9341 |34993 0392 
954.2 13.9930834 
984.3 13.993 1275 


9806|3-9914919 
9807)3.99T5 362 
9808} 3.9915 805 
9809|3.99 16247 
9310|3.9916690 
981113.9917133 
|9812]3.0017575 
9813|3.9918018 


: 


9816|3.9919345 | 9851) 3.993 4803 | 9886] 3.0950206 | 9921 3.9965554} 
9817] 3.9919788 | 9852/3.093 5244 | 9887 30951085 | 9933 oh 


ae 


981813.9920230 | 9853139935685 | 9888)3.0051085 | 992313.0066430} 
= 3.9920673 1.9854 9936566 | 9800 3.99 51524 ! 9924/3.9966868 


See ee 5 


#856)3.0917003 | 98 
Sky | SS eer eee) 


9820] 3.99211I§ | 9855 | 3-9936566 | 9890]3.995 1963 9925 139967305 
9821) 39921557 5859 349937007 | 9891) 3.995 2402 ec | 


9822] 3.9921999 | 9857}3-9937448 | 9892)3.9952841 | 992713.9968 180 
9823] 3-9922441 | 9858]3.9937888 | 989313.0953280 | 9928]3.0968618 
9824] 3.9922884 | 

eee 


ae 
9827} 3.9924210 


9859} 3-9939329 | 9894] 3.0053719 | 9929/3.0969055 


9895 )3.095.4158 | 993013.9960492 


wee, 


9860} 3.9938769 


—_—__ 


3.9923768 | 9861} 3.9939210 | 9896)3.9954597 | 993113.9960030 
9862) 3.993 9650 | 939713.9955036 1 9932)3.9970367] 
9828) 3.992465 1 | 9863 }3.994.0090 | 9898 9955474 | 993: 3.997e804h. 
9829] 3-9925093 | 9864) 3.9940531 | 9899) 3.005 5913 | 9934 et 


9830)3-9925535 9865) 3.9940971 | 9900 39956352 | 9935 13.99716709 


———— 


pea a 


_— 


9936!3.9972116 
993739972553]. 
993813 9972990} 
9939/3 9973429) 
994.013 9073 86a). 


9331139925977 | 9866, 39941411 | 9901) 3.9956791 
983213-9926419 | 9867|3.9941 851 | 9902) 3.9957229 
9 833 3.9926860 ; 9863|3.994.2291 9923 |3.9957668 
98 34|3-9927302 | 9869] 3.994273 1 | 9904] 3,9958106 
9835 13-9927744 | 9870!3.9943172 | 9905!3.90 58545 


ee 
as 


9941| 39974301 
99421 3.9974738 
9943 | 309975174 
eae 3.0975 611 


9950|3.9980849 | 9971|3.9987387 | 9986/3.0993916| 
9957|3.9981285 | 9972)3.9987823 | 9987|3.9994350] 
9958}3.9981721 | 9973]3.9988258 oars 3.999478 5 
9959} 3.9982157 | 9974 RIBERA DR 9989}3.9995220 
9960|3.9932593 | 9975|3.9989129 9990 369995655 


Rai at ert (stale N Dene CSE Sth 1 Gat GS 59. 
a -[ Logarithm. | Num.[ Logarithm. Ee | etry | sable: 


994513.9976048 


SER 


9947|3.9970921 | 9962)3.9983465 | 9977} 3.9990000 | 99921 3.99965 24. 
99481 3.9977358 | 9963 13.9983901 997813.999943§ ! 9993} 349996059). 
9949139977794 } 9964) 3.998433 7" | 997913-9990870 | 99941 3.9997393 
9950} 3.9978231 | 9965] 3.9984773 9980| 39991305 9995|3.9997 828) 


ee een 


9951 
9952 
995313.9979540 | 9968 3.9986080 | 9983!3.90992611 
ppoaneensan78 9969 

ine 3.99804.1 3 


. 3-9976485 | 9961 3983465 | 9976 39950006 o9ot 2.adqbee 
9982 


309992176 , 9997 
9998 


9999 
10008 


39998697 
39999134 
399995 66 
4. oceeon| 


39978667 | 9966) 3.9985209 ae 29991740 99906 3.998262 
Bele 3.9985645 | 


3.9986516 199 sl 309993046 
9970 


3.99869 52 a 998513. 9993481 


~ 


ADVERTISEMENT 
- CONCERNING THE 


LOGARITHMS 


Rendring them ufeful to rooo00. 


Lae * 
‘7 iv 


A Number that confifteth of frve places being givens to find Hn 
; _Logarithin thereof, : ana 


Find the Logarithm of the firft four Figures, reject- 
ing the Characteriftick ; then obferve the difference be- 
tween that and the next following, which multiply by 
the laft Figure of the Number given, and cut off one 
Figure fromthe Produ& towards the righthand ; thereft 
add to the Logarithm of the firft four Figures. Laftly, if 
you prefixt the proper Characeriftick for the Number gi- 
ven, that Logarithm fo ordered, isthe number required. 


Example. 19438 being propounded, I demand the Loga- 
rithm thereof: By the direction fore-going I find the Lo- 
arithm of the firit four Figures,z2z.1943, to be ( rejefting 
the Charaéteriftick ) 2884728, alfo I fee che difference be- 
tween that Number aad the Number following to be 
2335, which multiply by the laft figure of the Number 
ropounded, being 8; and that fum.is 17880. Wherefore I 
add 1788 to 2834728, and prefix before it the proper Cha- 
racteriftick for the Number given, which muft be 4 — be- 
caufe that is the Characteriftick for all Numbers from 
19900 to 100069, fo is produced at laft 4, 2886516, which 
is the Logarithm for 19438, as was required, ‘ 


Yyyyy Again, 


| Mo Again, | + 
Let it be required to find the Logarithm for 56724, 


Having found the Logarithm of che firft four figures to 
be 75 37362, and the difference between that and the'next 
766, and multiplied the difference by 4, the laft figure of 
the fum propounded, of which adding 306 to 753736a, 
they make 7537668, before which prefixing the Charace- 
riftick 4, the Logarithm for 56724 will be 4, 7537668, the 
thing required. SN ta 

And for 94395, it will be found 4,9749499, ec. 


St ae 


Thefe Books following are Printed for, and to be fold by 
Francis Eglesfield at the Sign of the Marigold 
wm St. Pawl’s Church- yard, Bisus 


| Oia Fables mProfe and Verfe, Illuftraced with Em- 
blems or Pictures, and alfo Grammatically Tranfla- 
ted intoProfe, with apt Morals, and Printed according 
to the order of the Latine Copy; Together withthe Hi- 
ftory of his Life from the beft Greek Copies, very ufeful 
forall, but efpecially for young Scholars. 

Note, There is lately crept forth a Counterfeit thing ' 
under the Title of E/ops Fables, and the better to colour 
the Impofture, it is pranked up in the fame Volume and 
Drefs with the crue: whereas the fame is none of E/op’s, 
but a confufed Fardle of nonfenfe {crap’d from Poggins and 
the Seven wife Ataffers, unworthy of: E/op’s name; and no 
more his than Scoggias Tales, or the Legend of Grannum 
Shipton. 

The true one hath E/op’s Piéture on. a Copper Cut, anda 
Greek Sentence inthe Title Page, and is both in Verfe 
and Profe, the Authors Life being at the latter end, and 
newly reprinted the eighth time by 7. 8. 1673. for Francis 
Eglesfield, and are to be fold by him atthe Sign of the 
Marigold in St. Paws Church. yard. mo 

Formule Oratori#, in ufure Scholarum concinnate, cum praxt @ 
yf earundem in Epiftolys,T hematibus, Declamationibus conteren- 
dis: Acceffit Dux: Poeticas cam.[nis aliquot poematiolis, Editio 11.m0- 
viffima Aathoris lima expolitts per Jo.Clarke B,D, in Twelves. 

The Young Mans Memento fhewing how, why,and when, 
we {hould remember God. 

The danger of being almoft a Chriftian. 

Awordto //rae/in the Wildernefs,; Or the | 
 Araignment of Unbelief: All three by Fob» Chefball,late 
Minifter of Tiverton in Devon,in Twelves, me 

: The 


~The Englifh Rudiments of the Latine Tongue, ex- 
plained by Queftion and Anfwer,inO@avo. = 
Rhetorice Elementa,in O€tavo, both, by william Dugard, late 
~Mafter of Merchant Tailors School, Price ftitcht 6d. 
Rhetorice compendium by Fohu Horn, late Mafter of Eaton 
‘Colledge, in Ogavo, | | hae 
The accomplithed Accomptant, being a moft compen- 
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the Italian manner, by Joh Carpenter Merchant, in Folio. 
The Map of England, with all the Kings about it fince 
the Conqueft, and adefcription of them, being the beft 
thatis extant, by william Hellare ek 
_ Phrafeolgiea Pueriles, five Sermones, or feleé&t Latine and — 
- Englith Phrafes, Methodically and Alphabetically dige- 
" fted by way of Common place, for the more eafie finding 
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in {peaking and writing eligantly in both Languages, by 
_ Fobn Clarke B.D. The fourth Edition, recognized and 
_ amended, and above feven hundred choice Phrafes added, 
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_ Sea and Land; with feveral choice Remarks on the Poli- 
~eies and prefent Affairs of that Puiffant Monarchy, by 
OEE. Gente ‘itok 


THE END. 


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